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PROJECT LOCATION 0 D Sol�\ -ND \,/ - ,N YA D 9650 OLD SOUND AVENU E , MATTITUCK , NY 11952 OCTOBER 2025 0 LOCATION MAP 1 ' = 1000, PROJECT DATA APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) APPLICANT INFORMATION : 10012 ...:.�. .; h NORTH FOR PROJECT 3 ( 24.00 ) SHEET LIST TABLE 4 NEW YORK, NY S. COTTAGE WAY SHEET 636 K7010 508 TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 ,� SHEET TITLE P ' � '�, LOT /O 008.001&024.004 � , . �. , ' d, APPLICANT NAME.......FINNEGAN LAW, P.C. - MARTIN D. FINNEGAN NUMBER, PAGE SITE AREA................. 548,558.44(12.59 ACRES) � T1 TITLE S ESQ. BOX 1452 ZONING...................... R-40 (0.74 AC) / R-80 (11.85 AC) r . C 1 EROSION CONTROL PLAN 13250 MAIN ROAD ADDRESS .................... USE............................ WINERY FARMHOUS OVERALL SITE PLAN E MATTITUCK C2 CITY..................... ....... C3 ENLARGED SITE PLAN SITE CIVIL ENGINEER: STATE:......................... NEW YORK � 4 � �"�� � � � � '� C4 GRADING 8c DRAINAGE PLAN ZIP CODE:.................... 11952 J �. C5 FIRE APPARATUS PLAN ry C 6 SITE DETAILS L. K. McLEAN ASSOCIATES D.P.C. 77� SITE INFORMATION : S 1 PROPOSED SANITARY PLAN ENGINEERING AND SURVEYING 437 SOU FI COUNTRY RD BRGOKHAVEN. NEW YORK 11 719 ' S 2 SANITARY DETAILS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY yY', ITEM ON THESE DiRAWINGS- IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ TOWNSHIP............ SOUTHOLD ,.< S3 SANITARY DETAILS II ENGINEER IS ALTERED, THE ALTERING ARCHITECTS ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HAMLET................. MATTITUCK F U J I CLEAN TRAFFIC HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION. AND A SPECIFIC '?� `'' xx� � ° DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND j BEARING SLAB DETAILS FIRE DISTRICT...... MATTITUCK F D SPECIFICATIONS HIEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A �„ ' yp�ac� wr ` RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. � � - �. 3 � Y 2 McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE a.,xp = _ SUBJECT OF A COIPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY (� Q Q� .... DIST. 1 000 SECT. 1 22.00 B LOC K02.00 LOT P/ 008.00 1&024.004 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K McLEAN ASSOCIATES,PC S.C.T.M. NO....... ; �. LOOK y C H PLANS © L.K. McLEAN ASSOCIATES, D.P.C. s I ;I EMATIC F AREA OF SITE...... 548,558.44 S.F. (12.59 AC) PROJECT: .. mot. AND BUILDING ELEVATIONS CURRENT USE...... WINERY ROJECT SCHEMATIC FLOOR PLANS s TOWN Vw N O F SOUTHOLD U T H �� �`' .� �; ��,� � �� ��� � ,� a� t A002 OLD LOCATION AND BUILDING ELEVATIONS � 4 SUFFOLK COUNTY, NY , ��� �� �, OLD SOUND VINEYARD 9650 OLD SOUND AVENUE, MATTITUCK, NY 11952 ISSUES/REVISIONS Description No. Date AS PER NOD FROM TOWN 1 10-28-24 AS PER COMIMENTS FROM TOWN 2 10-3-25 AERIAL MAP AS PER COMIMENTS FROM TOWN 3 10-17-25 AS PER COMMENIIS FROM FIRE MARSHAL 4 12-17-25 SCAILE: 1 " = 150' AS PER COMIMENTS FROM TOWN 5 1-6-25 NEARMAP 3 HIGH RESOLUTION ,AERIAL IMAGERY MARCH 2O24 ° U) 0) 1= .3 ° nK Un+mr,III11"sv11111o►rJOUVa m SOUrnOs nma"CODa WCf VON JAN 0 ° M0111%ACII11%0*UWf3 THAT IM CONDttWM OF TM Srn FLA14 AL WT FO>R V IN THE 1IIESOL[ulf' M OF A!PWVAL*IIt,'E7t111111 1 O SOUTHOLD TOWN U 1 ,A1tEACCEIr'1'! OUCOAi1/tf1OM014",80LVV17WN). pu ANNING BOARD DRAWING TITTLE: AlJ7T1OXU ED SI .' TL U Trru jm1m In TITLE PAGE ° T E NOx1�:lu r1 dw � � �. SEAL & SIGNATURE: Design By: MF rr�rr / �doMm(1h Drawn By: MF o 0 rwlW ira�r tMe inM m Nr ab relic•2ML12A. I I i r, Approved By: RAS _v `. �• G%i' Scale: AS NOTED '�, `�'� Date: OCTOBER 28, 2024 ¢�. File No: 24082.000 c0 0 1 N �`� ' L 1 ��� Sheet No. DO � N NOT FOR CONSTRUCTION �'- % � � T1 FULL SIZED PLOT SIZE: 22- x 34- � I .." I "I I �. - 11 I �, - � ' ' �� - � , I 'll � "_� __ , . ' 'I�,.1 1 I, 1 � 1 1 �� I/- I 11 __ I I . . I .I I I .. ". 1 . - / - - -- , - 1, ___� I-, '1� �1� 'I- __ � - _�_ '" .�1 ,� - I "� I - / , ,� I / \ T \ � �� `- \ � \ \ `- '� _� J l l \\ \ \\\\ \ --1p ///� �, , � \ LOCATION - - " /� - �E'B�T _ - T /,A Y 1 )o _ -� I i /j/� ��\\\\\\\ \\�\\�\��� i / ����� - � � .11 / d I I �33� �� al< p� \ ` ,. x/r a4xmca a iaO �eorx 1 ) 0 � 1 � \ x i /� / \\\ \\\\\ \\\ \\� -��� /�i \ / q 6bq�/ / g ��Tl°�RF1aCL 1RI aaOa / I O e I �� c0 lI y k 1 y I // \\ \ \\\ \ \ - , / �, S20°07'40"E ./n 350.00 v ;h 1 N j N `� J � ,vsa p��+/ yt. N � 0 I ) / /� \ � /// / - � \ ��/ IMrT V DPo,fWAYRM R/� TAX LU.{7 0 iRAMf '�V jta �O \ 'y ( m k (�Jo ,\/,�' Y� Y ."k,' YO� I I / // / �p \\\\\ \\\\ \\\ / / / \ \ APY ORV NRf }A8_R(0 8' o 4N S'D O �! o ►aZ \\\ r x e"��� x ��snw x carve r.ucta c mux 8 S h \ } iT� f \� RRi/crF Dc i°wR�+u nR. �S20'07'40 " 5.70' xurNr rrlsa ° Leo aorr�ca air Sao I / y uL-P �� w� ' / \ \ �� p \ a7+ /` x ac x/r�verma xcaxxar xerr xr uesa yEgs l W, I BC S wt- �, iw /� \\ /`L z \ \ �h / sae°amrica►�r im curraca►�r $ `7 6� a;Z co a �D'm► / / \\ X\\\\\\ \ \/ ) 1 ^� C,) ! 9 TAX LOT 23. xr Hasa ��x�mTvcc xr nasz w I mo` �, �� a e� / �/,a,,-- Vr a�orr smam I l l / / /� \ \\ / // �_ \ \ ro P/0 EXISTING TAX LO 8.9 TAX LOT 23.20 I; ` **gr / " `✓ "1 r mrt o t ( \ \ // PfZOPOSE TAX LOT 8. I2Dr -TAX LOT za.z1 - °° .q � �b` / //// \\ 1``1 \\ 1 \\\ / /� \ \ \ S 07'4 E \ \ 1` / 1. / AX LOT g3.2�j // / / 1 l30.8f'\ -8T S20'2f'00 E a�ti -�- , 1 \\1 \ -� \ \ \ ( 1 3 1s�o oo" w Ie sd4'4o"a ` I /cam \ ,^ fo ya.,au ,n �I �,V --`6 `- °�to ' '`� 2_ 00 o} aJ zy9} 91.02j x o Z E AHD O, 25f.14' S20' '0 "E 1 51' �� / , , m q Y� 1 1 sr ' y0 g0 } �. } r ZOA P.- *AAAv raE �60q ti i �'7 `l/ J _\ 1e.� .� st ua�f / L f 1 I� I �� I \ \ / �4vgvexxX� Ra Y t pNS / \ tam.. �`n ds /" i 8p "� w}vca \ " 11 / 111 / / \ S��y�} / c `r.l, t 3{i": fi ° .45e;tX t, St 3 l'4 L x x--7L x \`-. N rfv -- �x �( -�5` x _� x I 1 I // / /� \ \ �` x =.1 � - x x x� Il / IIIIII III \ \ r� �b / � s Ta ° :%`s,: :t 101.2�_ r \ '\ -'. .' \ --" f / / / / - I I I I \ .� / / 1 Yti. ,-µ,'yy�.t"..� "k.� ; �' '�1.�[j,�yyp�,�}�N[;: ♦} iR� _ •� '�" '\.\1 / / ( Iw I I / 11/ / \ ' ( . / h �_ 04 . •. � .0 "11 / L'.EOM, I . .'.'.'.'•. . . ..1. . .'.11L'.'.'.' . .'.'.'.'.'.. .'.'.'.'.'.. . .'.'.'. . .'.'.'.'.'.' '.' " .'.'�.' .'.'. ,. . . .' `. . . .'.'.' . . -1 III I I I IIII II I I/( \ 0 Y"�/ / ri i 1/ \ '�1 � .4 �3 \\ .\. '-• f J1•• .�. - I I I I I I I \ \ / \ \ STa4Y / ai '� _� +c \ 1'.'. • . I ,� ./ ,\ I i I I I I I i [},p��(�y {, �� ..•.•. .:\...- .'.1i{I1 k: ::::::= ': /.'/�...:.•. .•.. ... .'.'.' ••.-. .- /.-. .'.'.' ••. .'/'..:. .'-'.'....-I ° I I I II III �, --� \ LO CATI 0 N MAP h 9•1� / 1AlC b x I'•• - - 1 - ., %, , ,, '•••.•. .' / •. ./. �. F .1 I III I I I IIIIII I I I \ \ .yhe�` ^�� > �1 1 _ \ . . . . . . . . L :.\,:' '.-:.:. :'.'.'..,... :':' . .*.,-*-\- .. - I.' '- / •'. .' • •••-. '1 TlRDCb my"MR I I \ 25-� q 1 _ CA,F a 3 \ P 0.'EXI.- VG 7t x•'.LO:T:,8 t -,',• • , '• . .'.' ':1. '. . . K .'. .' .'. .'.' • . . . . � I I I III \ �2ei / / / Y,Rf�\ / Co / a .'.'.'.'\.'.'.'. '.'.'. ' ' • .%'.'. .'.'.'�P .D.'PO . S 'D T -X•LO � ZA.' • .... . . . . �,: • . . . . .:/• . . .'.'./- . ._.' • . . ...' , ,. . . . .'. . . . ...' . . . l. . . . . .:.' . . . . ...' . . . I a //(j�� I I I I T LOT 23.25 I I I I`I I I I I //� t I \ �- / ;C C ":HSMS 0.C•} 8'67°IXAOE iFN. 1 � 'I�' .Y r` a ,.Y \ . �• - ., - - _! I I I / 1 \ �` \ -�-� �, } �. . o a \ r: :. \:' • '�. . \ . . . .�. . . . .......... .'. • , . . . / /. . . . . r. . . . . .'.'.'.' .'.'.'.'.'.' .'.�. .'..'.'.•,',',•:,'. - iR I I II � PROJECT DATA �/ N16 52 40"T1` �� � A a O I AREAS • .' ' • . . .'.'.'.'.'.' -:•••'�:-..':':':' /:•:..:':':':'.`: :''•'. . .'.' . . . .' • . . . .' • . . . .• --_ • . . .' 'I . .'.'.' , . .'.'.' ` .'.' ` • - .'.'.� III 11 III I / 63.93 f�-az,,. �j c� a a l�� MATERIAL STOCKPILE l ; :• .'.'. .'. ." �. .'.. . .•. , ,',,-,.,•,'.'.'.. . .-.- • ' . . .•.'. .'..•.•.. '. , . . . . . . .'. . . . .'.'.'.' ' ' '.'. . • �j l 1 I I �� \\ \ APPLICANT/OWNER NORTH FORK PROJECT 2 008.001 +a3 grx.� b I s 1. / / ` \ \ ( ) Ovw o T "1 ^ a, f '.'. :'.'.'. :':' : �`: :•'•'. . .'.• ' •'.'. .'.".' 4k� \ ; :•'.'.'. .'. . '. . ' • •'. \'.'. .'. .'.' .'.' \.'.' • . .'.'. .' : : / ! I I l / // 1 I \ NORTH FORK PROJECT 3 (024.004 / o " f y O / �' . . . . ;.. . .'. . . . . l :.: `: :•:. .'.'.'. 1: • .' .'.'.'.'.'.'. . . .'.'.'. . .'.'.'.'. . .'.'. ' . . .'.'.' ` . .'.\. . . .'. `�\\� /// / /�/ III /� \ \ P ) l "�eoo'oi�o so`o�n�as x \ �i // �" J .� '. .' �'.': .... `'•' . . � • . . . ., , . '.'I `_ �� // l ` 1\ 0 BOX K, \. I I \ \ \ NEW YORK, NY 10012 a�� A1T tI96a 3 r FD,x ..'-•.'.' \.'.'.'. :': :'.'.' .'.'.'.'.' , ' :':' . . :' : :.:. :':':' :':':':':': : ( I �� l \ Ic'` / I . . . ,\ �, , ' , . .'. I :.:.:. .'. . \ . .. . . �j ?///////�/ \\ \ 508-636-7010 TAX LOT e.z \ _'. . - -� . . : . . ! �\ �. . .:. . - ..\ ' ' . .:.:..... : :...:. . .... . ...:... , . . .. . . . . : . - . .I / a \ .�>CTi 2 \\ 1 TAX MAP NUMB v ar. a - _ ...- :_•' ' ' . _.---.r-...�-�,�-•� - -� .` :n-.-� E' j� / / ER.... DIST. OCK02.00 \ S'NOs' aR-+ - - - - °3 F - - - - - - - - - 8 - - �3f E \ZONE R 4 0 0 SECT 122 . 0 B w - - - - _ ��_���_ - - _ _ _ 4 N - LOT / 008.001&024.004 1 L / Q - - - - ^' \ N20°32�40''W - _ - - - - �a �'' - P O - -- * !'- , - '_1. EX STING'• R.O 'E1� )' :LIlJE�.'. o. . '• .'.'.os 4�.''1 `o 'er iK« - z n - 1-, zo E l�a / / ,� ,w � ° m. 85.77 '' �-a a T `� r, . . . . : .�� , . . . /ti j SffE AREA................. 548,558.44 12.59 ACRES - 20 32 40 W L', _ / / , - - - `� -�' = �_.', �,��.- ' f / 1 , \ \\ ( ) of :':1: :':':':' :'1'-`-:•:':•:'.'- .: l l q ;�"� l / � :. .O.• . . .'. .'.'.'.'.' - e S s °a a / . . .'. .'.':. :. . .'- • • • .'.'.'. .'.'..'. .'. .'.'.. . .'. . . . . / o / / / /// /// / \\ e\ ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) 5 • �/ l� x/r nuxattA®Rex w : 0/ ` '� 31 gyp ` • . . , -• /. -,�4,� _• . . ,_. . . .'.'.'.' I '. .' • . .1. : ' ' '/• ,�." A I / // / \ \ / jr yP-46 /I ,o ,° �BO11 x rr vc�i[c�xr; z I. I / / J USE........................... / /// _ S � � / / / (-/ / / ///// /// / / \\\ \ U WINERY/FARMHOUSE y` / O / TAX LOT 24.5 4% :'. D '.'a,'::: z, ( I I 1 1 / f / / / / / // / \ \ 0 / �� . • • { . . . C1 Q .:. - ---•.- �: �-: : .:.:.: '. ':.: '.'.' ':- - -- 1,- .4--- . -1 I ! I l I / / /////`�'/// l r \ \ SITE CIVIL ENGINEER: / / L-0 - 9'20�37:,�U ACTUAL a.a ' I . / 1' .of 0 ' �' . 1 �1,' / , l / 0 AR� Q :,,. _ R % / l a•1 T� �•I .: / E / I CONSTRUCTIO :'•••••�.•:-�' � • ' .•.'.' � • ' . . . • • /PRO 17 POSED /I \ \ { x w �� GATE -ANC W l TR E .�•� ••1" �_- EN �>t,'. ••I• d � I' �* tt / P >� 1 a. r r / „---_ ra \ . I . - •,F. AROL S LLIVA . / G .'. • .I f /. / // // / \ \ L. K. McLEAN ASSOCIATES ^D.P.C. (�)" * O.'. .'. .'. .'. .'. .'. . r \ L: :: APPROXIMATE LOCATION OF I I:' .. :'. ` ' • .' ' ' . : : . :'. I• . . . l. . . ` I . . . . /. . 1 \ \ .� -� � ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BR00KHAVEN. NEW YORK 11719 / CONCRETE WASHOUT { Y � ` • . •I E'XIST.�`Iy� .TA�� L .?' I''':': :':-.'•-'.•.•: :-. �••.'.'. .-:''.'.-:': .-:• .•: .': .'- •'''•':':'�•�•'- :':':'�`'•''/-'•'. .- / �/ / / \ w a 0 CONTRACTOR TO RELOCATE AS P 0 PRQPO.'E£I TAX- L T .2 I - �- , I \ \ o\ �J ( '•, . • •.'• I , , • / (� \ 4N IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE ARY DURING l NECESSARY - l. ' / � DIRECTION F LICENSED O A CENS D AR•.'�.'• •.'• •.'• '• •.'• •.'• •.'• / E ARCHITECT ENGINEER,/ / / E EER TO ALTER IN ANY WAY ANY / / •• 'I rt ITEM ON THESE DRA WINGS- IF AN REM BEARING EAR NG THE SE AL OF AN�• ARCHITECT/ CT TE / TION OPERATIONS)0 TRUCI B _ C NS / NGINE R IS E E ALTERED , THE ALTERING AR/ CHITEC ENGINEER \ � INEER SHALL AFFDC 1� '�• TO �,\ / / HIS E IT- _ ::j�::::::::::::::: . . R EM THEIR SEA cNo/ /H LAND THE N _ / OTATION "AL • •/ TERED BY' FOLLOWED BY z + I-•• •�.'.'•.'.-. .'.'.'. •�• •-.-.- - -�••--.' .'.'-',• ..•• . . . .',•.. . . . .',•.. . . . .'.'.' HIS E SIGNATURE i, R E AND TH 2A M E DATE OF\ SUCH ALTER I - / ALTERATION, AN D A SPECIFIC 242.57' ^ ACTUAL . DESCRIPTION.. I .� '�•••� .' . . . . .'.' ' • • . .'.'.. . . .-.'.'.. , ••• ... .'.'.'.'.',• . . .'.'.' � 10 OF THE ALTERATION ON THE DRAWING. THE PLANS AND Rsssa(rii '� I.-.. .','•.','•.-,''.',''.'.'•.•,'•. I.',••'•• ••• - - - •• ' . .'�•.• . . . .'.',• . . . . . �. / / / �� -3 ` { �.' 'f I l l l SPECIFICATIONS HEREIN ARE INTENDED 7 •/•,'• ,'• ,'• .'- 1• , / f D FOR THE SUBJECT PROJECT ONLY AS A $� /� / l- .' ']J�// �` J/ I l l / ( / \\ RESULT OF C0INTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. ~j x/e tta atmx rsnh� I / / \ / / '. .'. . ' ' '.'.'.'. •',' ' -. j. ., . . 1'•'••." •'•'•', •'•'. �_ (\ V McLEAN ASSOCIATES PC. THESE PLANS AND SPECIFIC / / ssa°APLO-BOFRM AYRAW f I,,:• • .'.-. . . . . . .. . ' . . . ::I • . . . .'.' �. . . .'.', . . . .` . . ..' I 1 I /// ' I I \ \ � SPECIFICATIONS WILL BE THE xemfmc�AT Hasa \ ( ` ,, A36 I': : : : . :• :•.•,• :.� I / / / / //IIII I \ �\ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY T LOT 24.30C 111 \ `- I / I / / / _� l > \ * \` \ AN WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC \ \ � �.��. } C� � C- \ � � / //i l l / � \ ( ( ( I /1��/ ) / � � \\\\\ \\\ 1 c L.K. McLEAN ASSOCIATES, D.P.C. / \ J ` _ _ I \ J � • \ _ o _ ...�---.� I N 08'35"If `L - N . / x �' (j1 x CP x x / //\ \ t x \ \ \' PROJECT: / '_/ / I `\�- - N/Ya°''�cr�vltDld Oc \ r'� �t CO O7 O`- NN a \ / " � \ �o \ -38 7LA%AL) / / � rO 31 p� TA7f LOT 4 cv N �"� `1 rye rn CO rn cn LA NNNc,+� a' \ 30` f,258.22' `37 N20 f'35~lI LOT 5.1 / o�� �=��� �� / 34 1 / �� ) / ll ( � i i 1 \ l IIII 11 I I I I I 1 \ \ � \ '.., \ \ \� T O WV N 0 F S 0 U T H 0 L D / H - / / / / � � \ \ _ .�, SUFFOLK COUNTY, NY � � �� / / / / \ < I I ( I I ( I ) I 1111111 I I I I , y� \ x rev�aovxrr \��\ - I / i < \ \ I 1 \ ( � I ' I 1 / / / ) \ I ` I , I I / l l I I 1 I I 1 1 X 1 \ \ \ \ t \ \ TAX LOT 25 // ) / � , � \ � � � � � �\\ \ OLD SOUND VINEYARD / � ) ) ) ) � � ► � � � / I / i � � � \ � � I / / / / / / III11 r� \ \ \ \ \ \ 1 , � / \ �,\ \ \\\\ / �% 9650 OLD SOUND AVENUE, / % MATTITUCK, NY 11952 /al����.OVE C / NOTES: \� � �� ISSUES/'REVISIONS 1. THE OLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SITE PLAN 6�1./'��!�' irt; �'(�►IMID SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS Description No. Date OUTLINED IN THE STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY �� a F S� FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. AS PER NOD FROM TOWN 1 10-28-24 LEGEND: SCALE: 1 =60 �'Qt� Pd �� - UTN�L� IMPACT ON NOISE ODOR & LIGHT: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL AS PER COMMENTS FROM TOWN 2 10-3-25 PROPOSED BUILDING 1. Prior to start of any construction activity, notify o so 120 L COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR a, the Town of Southold Planning & Engineering Feet DATE 'L�JZto DURING THE COURSE OF THE CONSTRUCTION. AS PER COMMENTS FROM TOWN 3 10-17-25 3 Departments a minimum of 2 business days in ^ 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO 7 PLANTING AREAS a,,,,,.. /(t�,['.1Z--�_1 DISTURBING ANY SOIL OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF C advance; An inspection is required of the installed CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR a turtle barrier fencing (aka erosion Control SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS --- PROPERTY LINE DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN OFF-SITE prevention/silt fencing) by Town Engineer's office 6 --p---PROPOSED SILT FENCE and Planning staff prior to clearing. LOCATION AS DIRECTED BY THE ENGINEER. 41 -X- EXISTING DEER FEINCE 3. Construction activities shall Only occur from 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES 0 7:OOa.m. to 6:00p.m. on weekdays and Saturdays; 50' MIN. DEPICTED ARE IN PLACE, AND APPROVED BY THE ENGINEER. C� QA PLANTED CAB/FRANC; 4. No construction activities are permitted On FLOW _ � ^� IV-0-MAX c-f.c. g0'ENT ON�� 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES 0 © 20' WIDE GRAVEL ACCESS ROAD Sundays, year-round, Or the following holidays: �^ �r�I u T /OR INCLUDING THE DOWN-SLOPE OMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS AND ONTO ADJACENT PROPERTIES OR ROADWAYS; QONew Years Day ' ^ �n GRADE VE!, © GRAVEL PARKING ARIEA FOR 36 PARKING STALLS �� = Of 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING w QD PLANTED APPLES Memorial Day �/t 1 /�� x1 ,f : . I �� TRACKED ONTO CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY N TRIAN SIDEWALK Independence Day (July4th) '`,� f v'` �` ^1 '" LL `2`' 4 'S •r r:t ::>r•ti;1 5 'wr tit. s. 8: STABILIZED;0) 11 � * ; �{ 25 ','I�: �J :,•?'.Y1•.?-.. c?•ti•y;+�=;;, �'; , �"p r Labor Da SLOPE 4.. VERTICAL I Y }'-r .. c.? ::<.:',„.'�, + tom,: 1 c >.:,,;.:. .ter. »ti ti: n�� i 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING PROPOSED 30'x7O' STORAGE/OFFICE BLDG. Y ;< ��- v © PLANTED CA. FRANK MERLOT Thanksgiving 1 j FACE �O� `,/ Q :vat: , 'e5v # r � _ g ONTO PUBLIC ROADWAYS. F .4k.� tom:._-.:t .t ,Y:rr -fir. n CANTED MERLOT Christmas Day V PERSPECCTIVE VIEW " T��M�s�`� "`� ?��G �� N ,, _,,?,_.,.; r ',•r us• 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME I. OH P BEDDING DETAIL _ y� F, `' "� €= D • �.-. r..,<,u n AREAS ARE EXPOSED; I. v QI PLANTED GAMAY/PIWII �" ' ' 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY 0 Q PLANTED ALBARINO ANGLE FIRST STAKE TOWARD J l^1 36" MINIMUM 2 x 2 SEEDING AND OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; J AN 0 8 2026 C PREVIOUSLY LAID BALE. ;.1� FENCE POST -� 3/'r STOWp"e O«R.Y.STA&O.T.°F CW ACTED R CAw 0 © PLANTED FRUITS & )VEGETABLES 10 �i, c, i`c M TO18'Wm MOW Ex157R16*RAGE FOR ARE. 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; U rI SOUTHOLD 7RWN � Q 20' BUFFER TO REMIAIN NATURAL O r---�YP� O FLOW y ,�C% ^c � WOVEN WIRE FENCE 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS I `�" - ,�•-.-"-.I 01 3 QN EXISTING GREENHOUSE TO REMAIN �J ^ (6 x 6 - 101 10 WWF) ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS �� �% �' z PLAN VIEW NECESSARY TO REMOVE ANY SILT AND DEBRIS; Q EXISTING HISTORIC d6t RENOVATED SMALL BARN & ^ C% ^ FILTER CLOTH j POTTING SHED TO RtEMAIN 0____SAND l �� �- M 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE DRAWING TITLE: • � %� S�� EMPLOYED. v © EXISTING HISTORIC VVILLAGE BLACKSMITH TO REMAIN BAG .- �L% "�lC- n 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES E R 0 SI I O N CONTROL PLAN L_ TO BE CONVERTED 1TO TASTING ROOM & MANUFACTURING - � „ BOUND HAY BALES EMBED FILTER CLOTH RODE L JZ ROAD IMPERMEABLE --i PLACED ON CONTOUR MIN. 6" INTO GROUND ® 1 HANDICAP PARKINCG STALLS ON CONCRETE PAD _ O SHEETING '����' ^ � 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF :. ^s ` q"I .-..O'�� EQUIPMENT-RELATED SMALL SPILLS THAT MAY OCCUR. C ® OUTDOOR SEATING ARREA A A 2 RE-BARS: STEEL PICKETS OR -. V %T Awpe 3/1 STONE bL)ABOVE OREG RADE MPRRAIN R.CA Fu Tots' BIORN.Y..SAT GRADE FAR DRAINAGE. QS PROPOSED 20'X24.2'.' ADDITION FOR CONVERTED TASTING 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO 1:1 OR FLATTER DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA ALLOW THE CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. SEAL & SIGNATURE: D2S19f1 By: MF Io Z ROOM ASECTION SIDE SLOPE HAY BALES. 1/2 ACRE / 100 LINEAR FEET CROSS SECTION - Drawn By: GF 6 p A� ANCHORING DETAIL 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL (L®IF NEW)" 0 O O O O O SECTION [DETAIL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. j Approved By: RAS - -° STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE Q ;R P - Scale: AS NOTED 0 PLAN SILT FENCE! DETAILS -E:NTS AND HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. r, lF` * '.i Date: OCTOBER 28, 2024 c0 O S`A E NiS xA-"Ts SPILL PROTOCOLS SHALL BE ENACTED. A:1-- ,. I { Ce File No: 24082.000 0 o CONCRETE WASHOUT DETAIL r' Y _I w ? 04 N , -, Y � ; Sheet No. 0600 N.T.S. NOT ® R C ® NSTRUCT ��' NION � �, C1 0 ,,-O_ �=.f_-,o-. FULL SIZED PLOT SIZE: 22" x 34" ___� , , - � I ,, , � . NOT FOR CONSTRUCTION . � ,.�,, I I � I_', I 11 I . %. �11 '% 11 _ 11 -.1 , EX. HYDRANT . , PROJECT CO T T A G E W A Y LOCATION - - - - - - 1. Cl7 � . .14 I a� -4 �'� ,,�°`' / / '� X�ro,mr""�� raro,°°a's w-w N o, x - g / g inrr,mcb wr seas 2 2 h`+II a y'?;' l , S20"07'40"E 350.00' bhl 4 �jt y a �`o� �yA 4/ / ._�Rr MtlflW,1Y e% R/� TAX LOT 9 m+�YE i� W '! 1, t $ $ >C - - i /j,`�A+I ORv ORv MK }I.B'RM�.B' f7 IEu 5�p 8t „3� y 7�f,.. }� o.r f F 11 ,a f a 11 -�- n w rrsow seas o fq i N v4 - /r w/r soaswe t iuc,a cir.,.e vm,E INk x g[; Ek5� S 11 � l:�� S I - - \ taw4 Al rEY. a aes 6D,TIGa ter S4,o"� o h. y 6,,I�• •� t , - i 3 / Rk7nr av 4m aorn,ca ter aR34ar ,.o•I S20'07'40" •°' 125.70' yurmxaCar mu rerrm,c.[wr Hasa 'g Rx 1vxa'� >\, "w I w/r Qi�3fIL Ro/crws w/r JD=A JILANwar y \ sro cmracs aar im mrreca aar i , y a e�x fO a t4 w� w/r sort scmasr CO R r TAX LOT 23.23 A wr m5a rsrnmcs err Hasa N � �4� a Y� l P/0 EXISTING TAX LOT 8.1 M e •`° E. E we`o b "' "� ° " 1� YYNXt3 } TAX LOT 23.20 „ 3 / N PROPOSED TAX LOT 8.1 E TAX LOT 23.2f ro „ H '`• S2 30.810"S TAX L0�23.22 820.21'00"E fir, e�4 `2 q S W -� �0 -A, � � j s^r S19'08'00"E 195.00' ae f , sue• m�a " i' 2 9'04'40"N ZONE AHD 12s.51' O m J 9f.02' � _ �F� b u 25f.f4' 1 S20'19'0 "E a4 gt ..5, ._ c s, It. 0 },.r ZONE R-80 mxJ +•oXw - wa ! -+5 &0b s T ,,.4 y0N B ,EN' we n >sT°a iEY a:;' wE rtx A10 � Y °i .. ',`tf• .�S`.},,�, -:" {p r A: ', _r1 NS f�Z' , FcN ifH Y(Ht . .ve+''•Y v+-"%.... y{•.,, .k+"..l' yYt�t: �.'�-h. 1Ir._w: f,Q Q5' fall $`�', ..?-'7ti`.ih`w.. `...a ram, ,�E25 SIDE YARD SETBACK +�:,:i 5z.77�> 6 ��._._._. M pml Af x x $\ �b f b "^-,,.T } e.,jf e7 4. _ r,°�j� _�� s �� w�� ��. �� �� �� x % x x X i� r. / ��, < TEST HOLE LOCATION D, z ti"2 °r': w,7" 0 / i O' I"n' . � W _ S'"'id n .T "f! E J r'. &s! aR YETT I W sTwE i'c>r.: 4 •�t x � 1{ WELL I •• ••••••- 2 k '+ 0 V 1... / N K � 6S S'fR T Y i .5 a R :• + / _ LOC RAT I 0 � . _ � n • . . . . . . .�. .- • . . � MAP 9 b Q I. '.'.'.'.... ...'.'.'......'.'.' '.'.'.'.'.'.'..'.'.'.'.'. . . q y0 �� / k r.n � 1*1• . . , r.. w roaworsoorRo,� h. �. . , a Q /P 3 1 h 1000 4 r �. F ITT z 1 4 1 ..'.C. . .'.'.', . .'.'.'.' . .'.'.' xr Hasa rd r 4 b b - G h a 'v ,roc& IA-. •'LO °T 7� X 0 x 0 ' XIS � , N ro 24. :: .. ' :':':':' ' :':': : :' -c .'. . . 5 TAX LOT 23.25 F .'�ROPOS. D T .. . 4 ° . ... ... . .':.........'.':..:.....•'•'•.. .:. .:•:- .�, /i - - srax � f a 3o.Q �58.5; . r : : PROJECT DATA \ 0 3 0 x o s - H N>6 � Q o h 5 2 4 0 a/ W 17 I 1 x s w°3 �' • x� 9 I z 3 - w APP CANT �VV LI 0 NER... NORTH F� ORK PROJ W .rECT 2 as 1:::::::::�. .n bo,[Hb IN � I0NORTH F ORK PROJ ECT 3w 0 �, 024.004w r/ ) O�[I 3 w comics a RORr,a Rorw O cp t I0 a' ., [:�:�:� 5 ' '•I v, PO BOX 541 n o . / seoo o,o s rrwn arnrm % P D° ' ° / r rZTYVCZ mr m5z M _ s r� .ER ? . . C1z, S2006 \ NEW YORK, NY 10012 / , l - - 5 8 r-63.0 ACTU 0 636 7010 AL Z\ f 2 �. ( J / TAX LOT Q - . . � / /� _ _ _ _ TAX MAP NUMAB g. ro. m : 4, I m�rrirs®, 223.38' ' ER.... DIS_ - - - T. 1000 SECT. 122.00 BLOCK02.00 ar.- o.s•{ - - - - - - - - - - - - - - •- - - '.�74a.1:- .'�- .•f ZONE R-40 \ - - - - - - - - - % \ ✓�.. ZONE AHD r rtn 3 / a5t - -o -r - - -Nzo• - -� -t �- ,� 8 i3 '�.� .: .J•: x �t a �t LOT P 0 008.001&024.004 w /6;/ \ sr«x,�\ , N20 32 40 W - - .' - - _.-- - --- _ - --- ---- - - \ . - F -0 :'EXISTYNC •PR��'-I13k'.`. • Ittm * ""•�i"x tt - ! WON - "-R-0�-�a 67 Sul. Dais ZONE R-80 / . . . . . . . . * - - . . . . - - - - _\ s 0 T 3 o n 4..R ,,°- s SITE AREA- - 5 E EA................ 2 SIDE Y ar ARD S \ 548 558.44 sv I E 12.59 ACRES)�' 0 - TBACK A ES 0 32 40 a - 35;3 � •7`7 " -5. - - a - - - '1 d f Q ZONING..................... - 4 -.� s Z R-40 0.74 AC R 80 11.85 AC �� a ) : : 0 0 m �� DIN7lLL! Raw a 0 /1�, O / / / sreo O,o sovxs I►n+vs W �/ �\ i! _ �_ Oh♦ �l O �� J l ••••' e „ssr y�. _ PROPOSED rsr,r,vc4 xr o.i USE..........................."4� '� b / /� N•x_h p :: S e 1 HYDRANT q TAX LOT 24.5 WINERY/FARMHOUSE r O O 3 EX. U.G. ELEC. SERVICE o� o I7 11 �.°i .... SITE CIVIL ENGINEER: 3 '\• p �_ - � � ❑ : :' '0 S19'20' 9'" 2. t;3 A S CTUA L a ( anrira RDF , 22 2' , 3 t.® 9.3 '. }o.4' rt �' / II{ ^�� 4 3 i _ _ R ° r ..s rn* i�r' I`^E• 1I TZ '1 .Iil / _ E SANITARY SYSTEM :. =.-.� PROPOSED SA TE ,+ - / 17' W �`` EE SANITARY DRA INGS ".� 3 SET'A ;;, 'y IN x: RPZi�i i'PROPOSED rt r: . . Y`'Yt s=e�! i 4 1 ; X ENCLOSUll RE �"'^ H OT BO (_ � ri""s. '° t. . . . . . . . ., , W� H 1 0 �D ELNERIES WILL BE' a . •ACCEPTED VIA ......... - .,. . . . .. .. . . . . . . . . . . . . . -.AP Q Sp y C i/ Q* \ - . . . . . . -, - - �i .f.f • USING l dal,' + I • ..-• •.'HANDTRUCK0. L K } J ':� . McLEAN A SSOCIATE S D.P .'•TH ADA STALLS �. E 437 SOUTH COUNTRY R ENGINEERING AND SURVEYINGY D. BROOKHAV N w E NEW YORK 17 . Jf L0q'' . 1 19 .x• A COMPLIANT sa 4 •.'AD w / 41 ' X° D?' ,?.�/'4 1 NG . A L E' IST T .� I ALK ON OFF X w •SDEW o 1 a x. N T.�� •4. �SE •TAX LO 2 P 0•'PR�PO .D• HOURS ON Y 4 o L IT IS A VIOLATION F O THE LAW FO c� R ANY PERSON N� U LESS ACTING UNDER THE V 1 DIRECTION OF P\ LIC N E SED ARCHIT ECT ENGIN/ 11 --I- EER T A R IN 2 p. fl•. O LTE ANY WAY ANY •.I t� 4 ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEA F L O AN SCE aARCHITECT/ 3 d ° IN ENG EER IS AILTERED THE ALTERING AR H C ITEC E GI N NEER SHAL tj T\ L AFFIX TO ��� _ _ I H S ER ITEM THEIR SEAL AND THE/H NOTATION "ALT ERED TIERED BY' FOLLOWED ar -i.tr 'ar: BY t d 2 {a 4 % I SIGNATURE a. H S ER S G ATTJRE AND TH t M E DATE F SUCH I......•.•.'.'..........'.'....•.•.•.'.'........•.'..• •••,•.••... .. .,•,.•••. .•...•.•.'.'.'. .',',•••�•'. O CH ALTERATION, AND A S r � PECIFIC fYA6� 9'S5"lIr ACTUAL 242.57' • PROPOSE D 2 zoro �• • ' DESCRIPTION F// N DESCR TION O THE ALTERATION ON THE DRAWIN G. THE( _ PLANS AND �+._. DOMESTIC W r , F L SPECIFICATIONS HEREIN AR E E INTENDED FO R OR THE SUB JECT PROJECT N O CT ONLY AS A SERVICE �_ �- A ® . RESULT OF CO A:n NTR CTUAL NEGOTIATIONS BETWE EN THE OWNER n uc 0 O ER ANDL.K. w le O Y aar '•'•I McLEAN ASSOCIAT ES, PC. THE SE PLANS AND SPECIFICATIONS rawoa T S WILL s�m o„W soown : L BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ? °0`, .'.'.' ....••*•••. -.. '.'.'.' . .'.'.'.' . .'..... ' ' '.' .' '.'. •' \ N ANYONE WITHOIUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC TAaX LOT 24.3 •/ /t5• C / PROPOSED 8" h •_ • . . . . , • . . . . . -.. :.'. . ' ' - .'.'.'.'. '. ��6.4 16 9'•• �. ..: .. , : xs ° �. .�, �._. .._. - - -- - - -- -- - - - --- - - - - - - - - - - © L.K. MCLEAN ASSOCIATES D.P.C. WATER SERVICE ra �, . • > FOR HYDRANT ` 0 0 • - • ®� 20 SIDE YARID SETBACK 20 SIDE YARD SETBACK ®I , twoo• fte Ootor�a®e 4-4 eI&*OtetID**tAfA Oo-&.EEitt AD1Q,�*t*-0 stet+�a[��Apt*-*a O-O!lt.&Atl-*-*-T;�it=s!*Ot,� m x =,v E�x _ _ _ - x % - 6 x.. % x•.,�-..�- X�..,�..,- e° / NT os•s5"lr w/r ewwrr OF sm"m PROJECT: TAX LOT 4.5 1,258.22' K2ACTUAL"lI TAX LOT 5.1 T O WV N O F S O U T H O L D (ACTUAL) (ACTUAL) ), 81.55• SUFFOLK COUNTY, NY PROPOSED GIANT PROPOSED DUMPSTER ,. \ 01 �� �� ARBORVITAE (6'MIN) FOR SCREENING (TYP.) 110e.01 /00,/ \\\\ TAX LOT 25 OLD SOUND VINEYARD \\ r \ �E� / \\\ 9650 OLD SOUND AVENUE, SITE PLAN � \\ MATTITUCK, NY 11952 SCALE: 1"-60' �� ISSUES/'REVISIONS 0 60 120 TOV!H vr" SOU T I:04•C Feet Descriptiion No. Date DATE q I� 1 w� HISTORIC BLACKSMITH BLDG. TO REMAIN 1 7-31-24 HISTORIC BLACKSMITH BLDG. TO REMAIN 2 8-8-24 H. /`'.4X AS STORAGE AS PER NOD FROM TOWN 3 10-28-24 LEGEND: - UPDATED AREA OF DISTURBANCE 4 3-3-25 3 PROPOSED CONCRETE SIDEWALK UPDATED BUILDINGS & USES 5 6-20-25 NUPDATED SIZE OF STORAGE/OFFICE BUILDING6 8-8-25 PROPOSED RCA PAVEMENT PROPOSED PARKING CALCULATION: PARKING PROVIDED SITE DATA TABLE AS PER COMMENTS FROM TOWN 7 10-17-25 PROPOSED GRAVEL PAVEMENT § 280-78 OFF-STREET PARKING REGULAR STALLS = 36 1. SUFFOLK COUNTY TAX NUMBER(S) DIST. 1000 SECT. 122.00 BLOCK02.00 LOT P/0 008.001&024.004 AS PER COMMENTS FROM FIRE MARSHAL 8 11-19-25 _o HANDICAP STALLS - 1 2. ZONING CLASS R-40/R-80 n CONVERTED WINE TASTING BUILDING W/ EXTENSION TOTAL STALLS PROVIDED = 37 AS PER COMMENTS FROM FIRE MARSHAL 9 12-17-25 PROPOSED BUILDING 3. AREA OF SITE 12.59 Ac (548,558.44 SF) �, 1 PARKING SPACE PER 100 SF OF GROSS FLOOR SPACE AS PER COMMENTS FROM TOWN 10 1-8-26 PROPOSED TOPSOIL & SEED AREA OF DISTURBANCE 4. INTENDED USE OF PROPERTY WINERY/FARMHOUSE U) WINE TASTING = 1,157 SF 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) e 1,157 SF 100 = 12 STALLS 87,163.56 SF or 2.00 Acres PLANTING AREAS / 7. DEPTH TO GROUNDWATER 17' +/- 3 o ---- PROPERTY LINE STORAGE & OFFICE BUILDING ZONING COMPLIANCE TABLE (R-40/R-80) -+' QA) PLANTED CAB/FRANC 1 PARKING SPACE PER 1,000 SF OF GROSS FLOOR SPACE ALLOWED (REQUIRED) PROPOSED LLB ©) 20' WIDE GRAVEL ACCESS ROAD 1 PARKING STALL PER 100 SF OF OFFICE SPACE MINIMUM LOT SIZE 80,000 SF 548,558.44 SF JAN 0 2016 c OFFICE FLOOR SPACE = 806 SF c) GRAVEL PARKING AREA FOR 36 PARKING STALLS j � 806 SF/100 = 9 STALLS MINIMUM LOT WIDTH 175 FT 121.01 FT � sou I�»Lu�rovrN QD) PLANTED APPLES r � 0' 0) PEDESTRIAN SIDEWALK STORAGE FLOOR SPACE = 2,532 SF MINIMUM LOT DEPTH 250 FT 1,470 FT At•r r 1 " �..- , - 3. _0 0) PROPOSED 30'x7O' STORAGE/OFFICE BLDG. 2,532 SF/1,000 = 3 STALLS MAXIMUM BUILDING LOT COVERAGE 10% 0.9% (5,187 SF) '> ©) PLANTED CA. FRANK/MERLOT TOTAL PARKING REQUIRED = 24 STALLS MINIMUM FRONT YARD SETBACK 60' 336.9' DRAWING TITLE: QH) PLANTED MERLOT L p) PLANTED GAMAY/PIWI GENERAL NOTE: MINIMUM EITHER SIDE YARD WIDTH 20: 44.2' 0 MINIMUM BOTH SIDE YARDS, TOTAL WIDTH 45 245.2 OVERALL SITE PLAN 0) PLANTED ALBARINO PROPERTY DOES NOT CONTAIN ANY EXISTING CULVERTS, ©) PLANTED FRUITS & VEGETABLES WATERLINES, OR SEWAGE DISPOSAL SYSTEMS. MINIMUM REAR YARD SETBACK 75' 758.5' E > Q) 20' BUFFER TO REMAIN NATURAL Design B MF 0 -0 SEAL & SIGNATURE: 9 y (0 Iz Q) EXISTING GREENHOUSE TO REMAIN DrCIWrI By: MF O 0 QO) EXISTING HISTORIC & RENOVATED SMALL BARN & F OF NE�y Approved By: RAS T � POTTING SHED TO REMAIN p ©) EXISTING HISTORIC VILLAGE BLACKSMITH TO REMAIN P F;Z Sj� U.� Scale: AS NOTED NO TO BE CONVERTED TO TASTING ROOM & MANUFACTURING O q 1 1 HANDICAP PARKING STALLS ON CONCRETE PAD �° `��� t. Date: OCTOBER 28, 2024 oN O 0 r �:`''F� ill SheeI File t No. 24082.000 , A:. ®1 OUTDOOR SEATING AREA �` p::_.-,' - `r``•8 f CCT DO O ®) PROPOSED 20 X24.2 ADDITION FOR CONVERTED TASTING , O N ROOM _. -0 a } FSSIQ��- FULL SIZED PLOT SIZE: 22' x . COTTAGE TRAY NOT FOR CONSTRUCTION LPROJECT OCATION 0 q, N/F CANDICE A' ROBERT ROTH W &,."6 3 I _ f0120 OLD SOUND AVENUE �7 W co °° JIATTITUCK NY 11952 d I GRAVEL S20°07'40"E NI ;nor+ / h DRIVEWAY to LEGEND: q~ W{q�' TAX LOT 9 }� �o o �_ R/o -J — FRAME - 350.00 PROPOSED CONCRETE SIDEWALK - ! \_ J _ _ �. - / 4 R .E FhN. NIF 4'CHAIN LINK FEN. a s, . x 90 �ACE WAY S20 07 40 E 125.70 MATTITUC$NY 11952 PROPOSED RCA PAVEMENT \ / � N/F CRYSTAL BOLLING N/F JUANITA LCKINNEY / EXISTING TAX LOT 23.23 360 COTTAGE WAY 420 COTTAGE WAY - PROPOSED GRAVEL PAVEMENT \ l B P/0 EXISTING TAX LOT 8.1 GREENHOUSE _ VA7`TlTUCX NY 11952 MATTITUCX NY 11952 / p TO REMAIN �0 PROPOSED TAX LOT 8.1 v, a '. TAX LOT 23.21 11.2 Cr) "� I S20°07 40"L, TAX L0�3.zz PROPOSED BUILDING k j W 30.81' S19 08 00 E 1 195.00' i 3 PROPOSED TOPSOIL & SEED Iz, o�'�� z - v 957 ST Y f 4M "a �NE R 8� PLANTING AREAS • _ ' ZONE EXISTING HISTORIC & y' � RENOVATfED SMALL BARN & x x x x x x x LOCATION M A P 34 .66' POTTING SHED TO REMAIN --� PROPERTY LINE 3102 ,D8 �M 1 10 21' TEST' HOLE LOCAITION PROJECT DATA \ 3 / 2 T0.Y VE ; �r\ POOL 4 Esc 20b4/, <� Eovlr ME"r LL APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) / r . w #'D 20 sroNLL ``r.a 14. ' l NORTH FORK PROJECT 3 (024.004) O M 11 / n 6.5` STORY PO BOX 541 NEW YORK, NY 10012 508-636-7010 i PROPOS 30'x70' 1. LATE EID STORAGE/(OFFICE TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 q 4 ; BLDG. l. LOT P/O 008.001&024.004 cA SITE AREA................. 548,558.44(12.59 ACRES) ARBOWTIES�\' / -.•��., �- •� �..r—� 6'STOCKADE FEN. L'�L 30.0 R 40 ( 74 A R 80 1 85 A N `. ,d ZONING..................... — C) / — (1 C) / Z 0 N16052 40 W 163.93. COVERED CO I POOL n2 USE............................ WINERY/FARMHOUSE z U 3 / w ko PROPOSED U.G., WATER SERVICE O o o' o SITE CIVIL ENGINEER: N/F CANDICE d ROBERT ROTH O z PROPOSED U.G. o o 9900 OLD SOUND AVENUE !' �' ° l 1195z ELEC. SERVICE l 3 / l MATTrMC14 NY M �) l TAX LOT 8.2 Q PROPOSED U.G. PROPOSED y FIRE SUPPRESSION — l�� WATER SERVICE HYDRANT Cam, 1)) � t'vr�tt-;• _ - � i Y / ' s'STOCK N20°32'40"W SJf���$ — --� b 0 D D D D r�D D �+/' � � .• ' : -�7 ' " ; . ' , .� ` h ' L. K. McLEAN ASSOCIATES ,D.P.C. N20°32'40"I► ' , i.�, ' ' , ,8.5;/7, , , • ' , , 5 D 0 0 D 0 �2 `lyiQr ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.,'BROOKHAVEN, NEW YORK 11719 07.08' IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE `\ PROPOSED ,d o DIRECTION OF.A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN REM BEARING THE SEAL OF AN ARCHITECT/ ` 3 N/F DANIELLA KOREN 1J0 20'X24.2' ADDrMON 9y80 OLD SOUND AVENUE q 'Q 24.2' 0 O �� FOR CONVERTED) "✓✓ o ENGINEER IS ALTERED, THE ALTERING ARCHITEC-R ENGINEER SHALL AFFIX TO MATTRUC!'4 NY 11952 O �l w. I b O ���/TASTING ROOM HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY �,W^ N bCO o '� N io\ ° HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC 3 / TAX LOT 24.5 N ; (� ' y r,`� DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND \ SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A J�q"M / EX. U.G. ELEC. SERVICE 24.2 ; O RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. �i McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 'D ZORY ro ❑ ❑ l / SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY j�@/ i . a ANYONE WITHOUT WRITTEN AUTHORITY OF L.K-McLEAN ASSOCIATES,PC l S'19°20'37"E (ACTUAL) , rr—rr— 24.o' ❑ PROPOSED SANITIARY SYSTEM I c L.K. MCLEAN ASSOCIATES, D.P.C. / / o l o szrr�e-a rnaeDl 229.32' (SEE SANITARY DRRAWINGS) �_—x , -—� °= -� = PROJECT: / -� TOWN OF SOUTHOLD PROPOSIED PROPOSED OUTDOOR ,' / RPZ IN z / o , f`, , •`'�. / l SEATING AREA I' SUFFOLK COUNTY, NY / ENCLLOSUIRE h ,o� PROPOSED 2" li ° EXISTING HISTORIC VILLAGE BLACKSMITH I. . DOMESTIC WATER / . o TO REMAIN TO BE CONVERTED TO SERVICE I I. TASTING ROOM & MANUFACTURING I ° OLD SOUND VINEYARD , , :-�.- ,�-- , D ° , , y , , , ° EXISTING WELL TO BE CONVERTED TO _w�_w���w o � � � , i , i , , i , .y , o l IRRIGATION ONLY I ° i 9650 OLD SOUND AVENUE, _ MATTITUCK, NY 11952 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I ISSUES/REVISIONS / ( ,2, Description No. Date 3 ' N20°09'S5"W ACTUAL 77 71�r,OSED 4" 'k ET 242.57 ' UPDATED BUILDINGS & USES 1 6-20-25 PROPOSED AMrs1'so-F(EM) ) YDRANT l' / ASPHALT WATER SERVICE , o APRON i— ' o 0 o I /a -ir". ��ED Y AS PER COMMENTS FROM THE TOWN 2 10-03-25 3 N/F 23 ELTON REIL LLC o 0 9520 OLD SOUND AVENUE n a a I� /�} sR,R ^ AS PER COMMIENTS FROM THE TOWN 3 10-17-25 U MATTITI7C14 NY 11952 a a a a a a 1 �" f �"!D o a a a a a I Pi./BMIll' a d rn / 4J 1 ' 4 AS PER COMMENTS FROM FIRE MARSHAL 3 TAX LOT 24.3 / �QJ/��0 � i , o o n a a( a a 4 11-19-25 IBJ ��a��� �, TO�A! OF SOUTHOL AS PER COMMENTS FROM FIRE MARSHAL 5 12-17-25 W / °���.0��� 'D D D D J a o 0 o n o o ° r��� 1 '?� 2O'Z� AS PER COMMENTS FROM TOWN 6 1—$-26 0' , a a° N20°06'35"W O GRAVEL PARKING AREA a) p//q� (ACTUAL) STALLS OA S6 PARKING PROPOSED EC31ANT PROPOSED 'l•' / NWW'10'V(DSSD) ( ) DUMPSTER �_� � FOR SCREENJING (TYP.) c �O� 3 v L FP JAN U 6 LULU c O SOUTHOLD TOWN U PLANNING BOARD rn 3 'O >_ SITE PLAN DRAWING TITLE: 'U SCALE: 1"=40' ENLARGED SITE PLAN T 0 40 80 N e Feet v v SEAL & SIGNATURE: Design By: MF � � Drawn By: MF 0 0 • OF tl�'��r Approved By: 'D IIIZ3 A. Scale: AS NOTED ° `��� ��, Date: OCTOBER 28, 2024 P ';:i (.00 o � ;� q�ti >-�•�'�, � File No: 24082.000 00 N fI Fri Sheet No. V C6 DO /ar 37 C 3 0 --co NOT FOR-TTA -W CONSTRUCTION o- Date: 11/6/24 - \ �33� / v I PROJECT / LEGEND: LOCATION / 6 / NIT CANDICE & ROBE�r ROTH I O- w l _ f0f20 OLD SOUND AVENUE �a w co ---- PROPERTY LINE YATTITUCXy NY !952 � � d' > / o � _ 33.5 Brown loam QL p GRAVEL S20°07'40"E / N N to C r7 -------- \ 46 DRIVEWAY R/p R/p I TAX LOT 8 FRAME + ��S'7K 1 O PROPOSED CONTOUR 33.0 0.5• �c DRV DRV I W F CL�}4 6'R 4.8,11 SHD S ED 3SO.OD FEN CO / _ - \ •/ 3' 1, - - 0.2' - '- - L .o f q° _ I o/L / „o -11- - EXISTING CONTOUR Light brown silt MIL / ` / ""v�"� ice,. l M kF !F- -4E- -R-��.e- �• r I N/F JIASON H4 O F/CLF �k� 4 CHAIN LINK FEN. YCdRf/�S2O°07'40'• :.0 12}�. 0' \ Y.iTOr7T"ucrr>vlGvr�As z `� - °� / N/F C TAL BOL�iTNG/ N/F JUANITA YCIUNNEY �•1 PROPOSED LEACHING BASIN 30.5 -------- T \ M \ 4r TAX JLOT 23.23 36�C07TAGE WAY 420 COTTACE WAY `J P/0 EXIST NG TAX LOT 8.1 )� \ n YATTTTUC$ NY 1f952 --�ATT1TUCrC `11s52- PROPOSED 15" CPEP ' 3 / N ?0 P a0 O I IN^ ��?�++ \ ( TAX LOT 23. / tX LOT 23.21 DRAINAGE PIPE F. PROPOSE TAX LOT 8.1 � J'CO 07 4�1 E2 1.2 PERCENT GRADE W �, -Z i j N 32� Tx 30.B1' 19°0 '00"E/ - ` `"D __-f = n 0 \ ��95�0' 3.9, F.G.F=35.77 FINISHED GRADE SPOT SHOT .4 (� 1 =NE R 80 AMEti zojd);' �- \ �\ Pat a brown fine sand very fine sand SP Q 52 x x J x \ \ x e 34 �� ` t u 3 2 N TEST HOLE / r _ LOCATION MAP 1° / I I \ � sTo, LOCATION 1 1 000 I I \ - ' 3 / 2 T0,Y f ME �d�0 O �,,, �} POOL I I 1 FNC 'V _ EQUIPMENTE/ STONE WLL II 1 I ` 1 PROJECT DATA / 4 0� / �•/ / \ STORY < o� APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) NORTH FORK PROJECT 3 (024.004) SLATE I PROPOSED 30'x70' \ PO BOX 541 STORAGE/OFFICE \ \ \ \ NEW YORK, NY 10012 'l BLDG. I. \ 508-636-7010 GATE N �Q \ \ \ \ P/O 16.5 17' TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 p/p 30•0 \ \ \ ` ` NO WATER ENCOUNTERED LOT P/O 008.001&024.004 \ 6'STOCKADE I \ E kco 1 / } - HIGHEST EXPECTED GROUNDWATER ® EL. f-1 .5 (12.59 ACRES) N16°52' 'N COVERED c� LPto SITE AREA..... 548,558.44 S 40"W 163.93' FEN � 1N GROUND w - (y \ j POOL Lo nt ••• R-40 (0.74 AC) / R-80 (11.85 AC) o.s• � � � Z � S \ \ \ ZONING.................. w PROPOSED U.G. ,� w c� \ \ \ TEST HOLE / - WATER SERVICE USE........................... WIN M U O. '/ 11 I I b 'b' / l N/F CANDICE & ROBERT ROTH 1 \ O z PROPOSED U.G. l \ \ N.T.S. U ERY/FAR HOUSE / 9900 OLD SOUND AVENUE / s / / YATTITUC$ NY fl952 G� o / ELEC. SERVICE i \ \ / �? _ - \ \ \ \ - TEST HOLE PERFORMED BY SITE CIVIL ENGINEER: TAX LOT 8.2 PROPOSED U.G. F.G. EL F.G. EL \ \ MCDONALD GEOSERVICES 1 1/06/24 FIRE SUPPRESSION 35.55 -35.50 3 W�F p,7y WATER SERVICE , 20.3 -1-- - �' } F.G. EL - -lr- -�d--- LP12 STOCKADE -l N20°32'90"1G{r RG. EL �- - - _ - _ _ - - FEN. _ _ �35,45 - �- - - -� �j -J�\ __7 DRAINAGE CALCULATIONS: 7 3V4/ � -ii _- - i. b{` � �w ../ r �`''� t DRAINAGE AREA 1 REQUIRED DRAINAGE AREA 4 REQUIRED DRAINAGE AREA 7 PROVIDED (LP10) . � �- wkf F.G. EL � � �`i� / � �-� � . �_ \ \ �\ C _ _ PERVIOUS (VEGETATED) = 4,320 SF (1)10'0 x 6' DEEP LEACHING POOL = e35.84 rO � _ ( ) = 2,510 SF C=0.1 I ~, A, �l / --N 0°32'40"W 0.3 \ 85.77 �/ - y `' /" ( o ez I- r /rypp IMPERVIOUS RCA PAVEMENT 68.4 CF/VF X 6 = 410.4 - C=1.0 V= 4320 X 0., x 2" ,2" = 72 CF L. K. McLEAN ASSOCIATES D.P.C. { -( > / V=(2,510 X 1.0) x 2"/12" = 418.33 CF IMPERVIOUS (RCA PAVEMENT) = 6,440 SF DRAINAGE AREA 8 REQUIRED ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW PORK taste LPtt =( •� (JoX PERVIOUS (GRASS) = 550 SF C-1.0 IMPERVIOUS " l N F DANTELLA KOREN d F.G. EL t' / _ _ 3 / �\ / ��� �O C-0.1 " " V (6.440 X 1.0) x 2"/12" 1.073.33 CF (TASTING ROOM ROOF) = 1,157 SF PROPOSED V=(550 X 0.1 x 2 12 = 9.17 CF TOTAL STORAGE REQUIRED = 1,145.33 CF C=1.0 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE 4q Wy'4 / / r(�Q / / 97N OLD SOUND AVENUE - a =35.8 �` b � o `�/ /HYDRANT / / / / TOTAL STORAGE REQUIRED = 427.50 CF V=(1.157 X 1.0) x 2�12" = 192.83 CF DIRECTION OF IA LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY YATTrTircts~ NY ffssz o r DRAINAGE AREA 4 PROVIDED (LP4-LP5) TOTAL STORAGE REQUIRED = 192.83 CF ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ F.G. EL. o s a o =36.07 `� \ I 3 / / TAX LOT 24.5 Z` b �� \ O \ O ) DRAINAGE AREA 1 PROVIDED (LP1) (2) 10'0 x 9' DEEP LEACHING POOL = ENGINEER IS ALTERED,THE ALTERING ARCHITEC_R ENGINEER SHALL AFFIX TO q 1 / I F.G. EL F.G. EL 1 V �1 NDF 24.2 O/ / \ r HIS/HER rrEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY / � p� 4. =36.14 =36.14 /- I ( ) 10'0 x 7' DEEP LEACHING POOL = 68.4 CF/VF X 18 = 1,231.2 DRAINAGE AREA 8 PROVIDED (LP11) F.G. EL T 68.4 CF F X 7 = 478.8 HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC F.G. EL. =36.12 ^� � N (1)10'0 x 3' DEEP LEACHING POOL = DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND ti ro STORY i, DRAINAGE AREA 5 REQUIRED 68.4 CF/VF X 3 = 205.2 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A =36.34 F.G. EL a / / /V =36.12 AME a DRAINAGE AREA 2 PERVIOUS (VEGETATED) = 1,185 SF RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. S 9°2r '37"E (ACTUAL) / �` w- 24.0 PROPOSED SANITARY SYSTEM I / PERVIOUS (GRASS) = 3,300 SF C=0.1 DRAINAGE AREA 9 REQUIRED McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SSP4S'1E'E(DEED) 229.32' WDF ° F-36 2� C=0,1 " IMPERVIOUS X 0.1) x 2"/12" = 19.75 CF PERVIOUS (GRASS) = 6,350 SF SUBJECT OF A(COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY (SEE SANITARY DRAWINGS) V=(3,300 X 0.1) x 2"/12 = 55 CF IMPERVIOUS (STONE DWY.) = 4,700 SF C=0.1 / -i I ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC --'�-� -x LP3 '05 I z k�. ", / `I�4 PROPOSED 1 I / IMPERVIOUS (RCA PAVEMENT) = 3,350 SF C=1.0 V=(6,350 X 0.1) x 2"/12" = 105.83 CF �E�-E-E-f to�"R��f-"--£- --E-E t` _o.mc �I� 20'X24.2' ADDITION I I C=1.0 V=(4.700 X 1.0) x 2"/12"" = 783.33 CF IMPERVIOUS (RCA PAVEMENT) = 3,918 SF © L.K. MCLEAN ASSOCIATES D.P.C.Q FOR CONVERTED I V=(3.350 X 1.0) x 2"/12" = 558.3 CF TOTAL STORAGE REQUIRED = 803.08 CF C=1.0 ' EL -1�- TASTING ROOM I I I I TOTAL STORAGE REQUIRED = 613.3 CF V=(3.918 X 1.0) x 2"/12" = 653 CF PROJECT: F.G. F.G. EL -� DRAINAGE AREA 5 PROVIDED (LP6-LP7) TOTAL STORAGE REQUIRED = 758.83 CF q F.G. EL. -36.44 =36.27 \ I , 1 I DRAINAGE AREA 2 PROVIDED (LP2) (2) 10.0 x 6' DEEP LEACHING POOL = / ^ D c�, ;`d / =36.35 PROPOSE (1) 10'0 x 9' DEEP LEACHING POOL = 68.4 CF/VF X 12 = 820.8 DRAINAGE AREA 9 PROVIDED (LP12) TOWN 0 F S 0 U T H 0 L D M RPZ IN 68.4 CF/VF X 9 = 615.6 (1)10'0 x 12' DEEP LEACHING POOL DRAINAGE AREA 6 REQUIRED 68.4 CF/VF X 12 = 820.8 HOT-BOX b � a � � / �} � 1 = ENCLOSURE p�/ry� /tz• c «� I -PROPOSED 2" SMIT \ / I \ EXISTING HISTORIC VILLAGE BLACKH I I \ DRAINAGE AREA 3 REQUIRED PERVIOUS (STONE DWY.) = 7,890 SF b S U F FO LK COUNTY, NY DOMESTIC WATER I TO REMAIN TO BE CONVERTED TO ' I I MA OF CAROL IMPERVIOUS (CONC.) = 500 SF C=1.0 DRAINAGE AREA 10 REQUIRED / / o SERVICE \ I TASTING ROOM & MANUFACTURING I \ C=1.0 V=(7.890 X 1.0) x 27/12" = 1,315 CF PERVIOUS = 466 SF ' V=(500 X 1.0) x 2"/12" = 83.33 CF TOTAL STORAGE REQUIRED = 1,315 CF C-0.1 FM LOT PERVIOUS GRASS 690 SF V= 466 X 0.1 x 2" 12" = 7.77 CF PROPOSED RIDGE LINE I ( ) ( ) / OLD SOUND VINEYARD � � /' if LP14 � EXIST C TAX C=0.1 DRAINAGE AREA 6 PROVIDED (LP8-LP9) IMPERVIOUS (RCA PAVEMENT) = 5,690 SF W g w-M-w- w--- ' EXISTING WELL TO BE CONVERTED TO / I V=(690 X 0.1) x 2"/12" = 11.5 CF (2)10'0 x 10' DEEP LEACHING POOLS = C=1.0 / IRRIGATION ONLY P/0 PRO SED T. IMPERVIOUS RCA PAVEMENT� I / / / I ( ) = 2,440 SF 68.4 CF/VF X 20= 1,368 Y=(5.690 X 1.0) x 2"/12" = 948.33 CF s % / / / I ` C=1.0 TOTAL STORAGE REQUIRED = 956.1 CF I V=(2.440 X 1.0) x 2"/12" = 406.67 CF DRAINAGE AREA 7 REQUIRED LP13 TOTAL STORAGE REQUIRED = 501.5 CF IMPERVIOUS DRAINAGE AREA 10 PROVIDED (LP13 & 14) PA CE1 - / (STORAGE/OFFICE BLDG.) = 2,100 SF (2)10'0 x 7' DEEP LEACHING POOL = 9650 OLD SOUND AVENUE, 3 � � GRAVEL f I DRAINAGE AREA 3 PROVIDED (LP3) C=1.0 68.4 CF/VF X 14 = 957.6 MATTITUCK, NY 11952 _ x_ x - x _ _ x x x x V= 2.100 X 1.0 x 2" 12" = 350 CF 1 10'0 x 8' DEEP LEACHING POOL = ( ) L. i / / PARKING ( ( ) LP1 + 2 s' 1 au +2r41�42 57' /_ �",, PROPOSED RIDGE LINE / 3AREA FOR6 PARKING I / I 1 68.4 CF/VF X 8 = 547.2 CF TOTAL STORAGE REQUIRED = 350 CF ISSUES/REVISIONS '3 N20 09 55 W TACTUAL) PROPOSED 4" s"ED .�� / �` LP2 I / / / STALLS ( I I I / / FIRE HYDRANT -37, ��'�,•�•„(DEED, / Description p � No. Date -WATER SERVICE N F zs ELTo IIlELC/ \ / / UPDATED BUILDINGS & USES 1 6-20-25 / 5� / I I DRAINAGE TABLE I / / 9520 0 ND 11952 \ / �. `? �? LP9 AS PER COMMENTS FROM THE TOWN 2 10-03-25 MATT�C$ NY 11952 -�3g / \ Lpg 'r �6 '-+ LP7 LP8 4 STRUCTURE RIM TOP OF BOTTOM OF EFF. TAX LOT 24.3 ��� / LP4 J �f � NAME STRUCTURE TYPE ELEV. RING RING DEPTH 3 ,� -+.ox -0� AS PER COMMENTS FROM THE TOWN 3 10-17-25 �IJXc'Ip / ( � ° �.� \ LP1 1O'DIA. X 7' HIGH LEACHING POOL 37.26 35.26 28.26 7 AS PER COMMENTS FROM FIRE MARSHAL 4 11-19-25 � + \n LP2 10'DIA. X 9' HIGH LEACHING POOL 37.02 35.02 26.02 9 I � \ \� �a�� ) �ti� %/ '� � \ AS PER COMMENTS FROM FIRE MARSHAL 5 12-17-25 �4 LP3 1O'DIA. X 8' HIGH LEACHING POOL 36.06 34.06 26.06 8 rn / O _ �,.�Y AS PER COMMENTS FROM FIRE MARSHAL 6 12-29-25 p / .A \ /\ l \ - LP4 10'DIA. X 9' HIGH LEACHING POOL 35.00 33.00 24.00 9 - - o / / '� / �p ' _ --�� N20 06'35"W / / / M /�`L LP5 10'DIA. X 9' HIGH LEACHING POOL 35.41 33.41 24.41 9 AS PER COMMENTS FROM TOWN 7 1 6 26 0 \ � I(ACTUAL) PROPOSED GIANT PROPOSED -31_ LP6 10'DIA. X 6' HIGH LEACHING POOL 33.63 31.63 25.63 6 AS PER C(OMMENTS FROM TOWN 8 1-8-26 Mr2a'ro-r/ (DEED) / _-34-- ARBORVITAE (6'MIN) DUMPSTER/ FOR SCREENING (TYP.) �• / / - LP7 1OVA. X 6' HIGH LEACHING POOL 33.47 31.47 25.47 6 LP8 1 O'DIA. X 10' HIGH LEACHING POOL 31.97 29.97 19.97 10 .) I / / / / LP9 10'DIA. X 10' HIGH LEACHING POOL 32.45 30.45 20.45 10 N I ( \ / / / / l ( \ / LP10 10'DIA. X 6' HIGH LEACHING POOL 34.75 32.75 26.75 6 J LP11 10'DIA. X 3' HIGH LEACHING POOL 35.88 33.88 30.88 3 SITE PLAN N LP12 10'DIA. x 12' HIGH LEACHING POOL 33.33 31.33 19.33 12 rn -- SCALE: 1"=40' LP13 10'DIA. X 7' HIGH LEACHING POOL 30.62 28.62 21.62 7 0 40 80 LP14 10'DIA. X 7' HIGH LEACHING POOL 30.90 28.90 21.90 7 I t 2026 - _ Feet WATERSHED #7 SOUTHOLD TOWN j (LP 10) ..' :� ... WATERSHED #9 E I � - (LP12) ! DRAWING 'TITLE: WATERSHED #2 _ _ _ _ GRADING & DRAINAGE J (LP2) iE .�r►ii�Gii Y L WAT LP11) #8 PLAN o WATERSHED #3 ^ e ,�+ p (LP3) I WATERSHED #10 F ��:t �°�I�Wi>f tr /ri Q - WATERSHED #4 ) I (LP13&LP14) � Design By: MF tcV Q - -( (LP4&LP5) ( TOWN OF SOUTHO D SEAL & SIGDNF SURE: Drawn By MF WATERSHED #6 � � E�✓ A roved B RAS DATEq ` 3 '2(�2(p o A. %} Scale: y AS NOTED (LP8&LP9) U z J Q WATERSHED #1 ' WATERSHED #5 sa.'., Date: OCTOBER 28, 2024 N L� (LP1) (LP6&LP7) + File No: 24082.000 j ', -- J. Sheet No. WATERSHED MAP ��� �, ''E 0 rn N.T.S. C NOT FOR CONSTRUCTION PROJECT b COTTAGE WAY I LOCATION 4v $ *•A - cS' 6�Aj l I oo MunmrcX BY Hasa 2 a DM-Y S20°07'40"E rt,D rt a, TAX LOT 9 �.,� 3Jr0.00' t J¢, ft. to 'y �S 'g �S •�f Y \- 8,�} Dav oKV I - ` { •1f si'(•' , s - �•w. •�- �-- ............^..e.ar. �,�_n.�...s..i.. •�' - 11 / !C w M M.. d t90 COlTecd reT f•w •] O h� .. 3 / /of ai�S20'07'40"�^ 125.70' "0 OMO seas r/"B0 sa Inca itrlismva S�a� Sao �e �� �' azt T.d{ HefT17TC�eP n8°a YIlTlfilC;er Hess �$ lSY i N a a« " w / Y�C,QSTIL EeLLf11S r/P JVII7f7Y 1L87NNe7 y aeo cmrece►er �m aorrece►er "� -3 a CO �' °p "` P 0 EXISTING TAX LOT 8.1 ! TAX LOT 23.23MArrnvcz nysa rerr wic NY nsse � y � �n o, b-e� U yr a b� A'POO COF,•ROUicarW it /PROPOSED TAX LOT 8.1 h TAX LOT 23.21 TAX llyT 23.20 m .,b �q� ,aar srSX13 r S20.07'40"E TAX LOT 23.22 s„c' 30.81' S20'21'00..E q•`e+4i � -� `2f' � .t 1 t to � Sf9.08'00"E s D " 5° 91.02' t0 9'04'40"E _ 195.00' �f f f ad} �._ c s, 1'D ZONE AHD { �s4� y 520.19'0 "E o� B a.. 126.51, e , Ng R tar we i� vawe`°` }%r ZONE R-80 '6° ,x F NJ `'our„na rcu u� t.d-. .. . r� w . y 4. --,_ / / �`sh�srr 'a.n �_ I I - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - w - ' W I I £ / a vkxu �.; 7 'r2r i• 'Y'.�.R 'J:x)., fAVwarcl+T IATE 0 LOCATION M A P sayV /> 3 �=� Qp I /0 EXIST' NC SAX LOT 8.1 p riurrrrocs,mesa 1 - 1000 x eeo cmrece.er 00 0. I P O PROPOSED T X LOT 24.4 ;q d� I TAX LOT 23.25 PROJECT DATA t N I� Co �200' I I I \ APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) N16°52'gp"yy 163.93' `� N try N W I I � NORTH FORK W {as PROJECT 3 (024.004) o I o j j / r/r ceenee!eoseer ears �O / �._Jp� o 5' I i I I i y \ PO BOX 541 / l e „ ;;6�°e ? a urttf� I NEW YORK, NY 10012 fM 11 / °�`� 1508-636-7010 S20.06'00"E 44 TAX LOT8.2 Q i� I 70.0' L- - - - - - - - - - - - -- - - - -I I (ACTUAL) m wd I "�"a�' 223.38' \ TAX MAP NUIMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 / _ _ __ o.r Qa+ / _ -- ----- -- ----------- -------- '/s�'f ZONF AND 6'cwrtWKRx ZONE R-40 / W i'� / s•rn,x�t � ------o--r--„-- ------- ---- - ---N20' 4 •'ll - r -t-- '� _ 81fiIT5"-------- ------__-------------- - -- - - - � - - ----•---. - ----' nTf LOT P/0 008.001&024.004 N20 32 40 W FT- I -- . -I --I EXISTING POP RTY TNL' � __ �Z �O/�x-eu ,d�'tH ZONE R-80 1 1�11s `,� N20°32'40"W 0.3{ 85.7700' a ----------------935.92 -1- \ SITE AREA................. 548,558.44(12.59 ACRES) ------------------------------------------- \ ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) 4 . , M�n.xracu�,�, w I I R�$.o`� L- - - a � ` oti0ti/ O , ar�o��sM"RAVV�,ve \ - - - - - - - - - - - - - - - - • f I I `� R28.0' - - -� WINERY/FARMHOUSE m - - - - \ ` O USE..................... q / TAX LOT 24.5 t I- - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - _ ` \\ IT -',ate* o`° I I -i - - - - - SITE CIVIL ENGINEER: 24L� - - -- J . I r- - - - - - - - - - - - - 5 Ze♦ S19-20.37-E(AG7TIAL) 229.32' / PROPOSED I \ __ HYDRANT I I I \ / - - - - - - - - - - - - - - -- 2 46v � �'\ p / w� - - - - - - - - - - - - - -J12 YAP OF CAROL SULUVAN �b L __ _ _ _ _ _ _ _ _ -RE_ _ _ I � I � � � o\ L. K. McLEAN ASSOCIATES, D.P.C. FI TRUCK T IFM LOT m ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN, NEW YORK 11719 p WHEEL LINE (TYP.) I I I EXISTING TAX 1 LOT 24.4 I I ( f, '3k �o _ / I P�IO PROPOSED TAX LOT 24.4 I I I \ (� N� I'IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE I I I ` t/ DIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY _--r-- --- - - - R28 0' FIRE TRUCK ,1 I \ � ^a `e"'� \ ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ �Ny 20 I BODY LINE (TYP.) i PARCEL 2 i I I \ \ o ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFD<TO r / C j -=i---- L- ---•r ----+ R22.0' Ii6a \ HIS/HER ITEM TIHEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC f 242.5�'' 1 I FIRE TRUCK I \ ` IV20 09'S lI' (ACTUAL) sego _ I I I �� �J \ DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND \ % Ni �1 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A (NP) I ' I I L - - - - - - - - - - - - - - - - - - - J ca O RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. en OLLD SOUND'm'ewe ass ttc ' ' McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 1 �'r�;AT naw h 1 � =----_ _ - - - - - - I R28.0' I \ y SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY \ _ ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC / TAX LOT 24.3 '°��� 4' ` - _ _ _ ��o`��`oo J © L.K. McLEAN ASSOCIATES, D.P.C. m �•�#� / Lt I I I I I I I I I FTT1 I 1-Un / ` 0 f�r'l��r.°.®•ter..-�.�.r -rr+:�.• �s arr�w�•�.�+ r r.- • ,dam-..r"""...�r.' r:...-...n.nr-..-..•r......r.-��.r-...rat..>a.-..r,., .r.. .-.r. +�r>•.-r-..�.f�-�.•�-....f...i.-r��.r....r war....r•.r�.-.Y�r�.-rw.....b�.r..* -�.rr-.. lYr-7....ii.ws-tea' Y PROJECT: p N20'06'35"W Ir/P taoverr or avrlt!!d -�O (ACTUAL) TAX LOT 4.5 1,258.22' N20.Of'35")I TAX LOT 5.1 TOWN OF S 0 U T H 0 L D 81.65' S U F FO LK COUNTY, NY r/r sarreu coven ..rrx eurrroem � TAX LOT 25 OLD SOUND VINEYARD �� 9650 OLD SOUND AVENUE, MATTITUCK, NY 11952 SITE PLAN ! ��� SCALE: 1"-60' f ISSUES/'REVISIONS 0 60 120) Description No. Date Feet AS PER NOD FROM TOWN 1 10-28-24 AS PER COMMENTS FROM TOWN 2 10-3-25 AS PER COMMENTS FROM TOWN 3 10-17-25 rn 3 AS PER COMMENTS FROM FIRE MARSHAL 4 11-19-25 C 39 AS PER COMMENTS FROM FIRE MARSHAL 5 12-17-25 v d AS PER COMMENTS FROM TOWN 6 1-8-26 m 73 41 v v a Q o ° N li V) O) 20 C 3 0 Aerial Fire Truck PI..r.Vt1KG r0f.,D ��I�, (Overall Len th 39 .000ft T® ��! �,� 5OtlT4�aLD IAN 0 2026 (Overall Wid 8. 167ft v SOUTHOLD TOWN (Overall Body Height 7.500ft ��,$� 3 Min Body Ground Clearance 0.750ft al �-" J Track Width 8. 1 67ft . H. DRAWING TITLE: (Lock-to- lock time 5.00s MaxWheel Angle 45.000 L FIRE APPARATUS PLAN v a� FIRE TRUCK DETAIL Drawn B MF r° -0 N.T.S. SEAL & SIGNATURE: Design By: MF o m°n -I �13F NEPIy Approved By: RAS -_v Z A. Sri ® Scale: AS NOTED ° �� ��. Date: OCTOBER 28, 2024 (00 c^ N p ::,,:.; K, File No: 24082.000 00 n t' L Sheet No. 00 F' �y o � 7 �`-'� C5 Gc,: 0 CIA / FULL SIZED PLOT SIZE: 22` x 34- PROJECT SIGNAGE PAVEMENT f SURFACE SCHEDULE LOCATION FOR ACCESSIBLE SYMBOL SECTION/DESCRIPTION REMARKS PARKING Y W W W W 6" _ W W WJjj,hkAk- HYDROSEED AS SPECIFIED a"(MIN.) DEPTH OF TOPSOIL GRASSED AREA - IT (ALL DISTURBED SURFACES NOT - W W W W I I—III—III=I I I-1 I I—I I I OTHERWISE PAVED SECTION FLUSH CONCRETE SIDEWALK W W W _ _ _ _ COMPACTED SUBGRADE NOTES 5' MIN. W W W I=1 I I=1 I I=1 I I=1 I I=1 I I=1 OR PLANTED) PLAN 0" W W W W 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR REVEAL 35B SPECIFICATIONS 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY LOADING __ B" COMPACTED RCA PAVEMENT , o _ _ _ _ _ RCA PAVEMENT 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND I 1—III—III—III—III—III COMPACTED SUBGRADE PRECAST OR APPROVED EQUAL. CONC. WHEEL 1=III=III=III=III=III=1 STOP (TYP.) LOCATION MAP 24" s� HEAVY DUTY FRAME & COVER " (TYP. 1 = 1000 N.T.S. 4 -- � : ; �� .- o 0 0 0 0 6" DEPTH ANGULAR CRUSHED pp BLUE STONE & FINE DUST PROJECT DATA ;.. _ _ a o o D _ _ _ GRAVEL PAVEMENT 0000 MARKINGS Q, I I-1 I I—I 11=1 I I—I I I-1 I i COMPACTED SUBGRADE APPLICANT OWNER... NORTH FORK PROJECT 2 008.001 0000 24" o I=III=III=III=III=III=1 / ( ) 0000 N ,y NORTH FORK PROJECT 3 (024.004) PO BOX 541 000_v 6" NEW YORK, NY 10012 2 BROOM 508 FINISH, TROWEL EDGE -636-7010 ooOvJ "� (UNLESS OTHERWISE NOTED) vv SECTION ' ° a" (3500 PSI) CONCRETE TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 — _ CONC. WALK LOT P/O 008.001&024.004 =1 11=1 11=1 11=1 11=1 I I COMPACTED SUBGRADE PLAN NOTES: — — SITE AREA................. 548,558.44(12.59 ACRES) 1. MATERIALS SHALL CONFORM TO ASTM A48 CLASS 30B OR 35B ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) 2. LOAD RATING SHALL BE AASHTO & HS BROOM FINISH, STEEL TROWEL EDGE X X X (UNLESS OTHERWISE NOTED) 20-44 HIGHWAY LOADING a �— B" (4000 PSI) CONCRETE W/ #5 USE.......................•••• WINERY F/ ARMHOUSE EACH WAY TOP & �� 10.0' 10.0' x x x X BOTTOM CONCRETE ADA PARKING AREA SITE CIVIL ENGINEER: 24 0 HEAVY DUTY FRAM E I I I=1 I I=1 I I=1 I I=1 I I=1 I I COMPACTED SUBGRADE & OPEN GRATE COVER "4 N.T.S. TYPICAL ACCESSIBLE PARKING DETAIL N.T.S. a ;. L. K. McLEAN ASSOCIATES, D.P.C. ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN, NEW YORK 11719 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED, THE ALTERING ARCHITECT ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY 10'ASPHALT APRON DETAIL HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND 2 " TYPE 3 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. ASPHALT PAVEMENT McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY 1 1" TYPE 6 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC ASPHALT PAVEMENT © L.K. McLEAN ASSOCIATES, D.P.C. PITS PROJECT: pq EXISTING ASP(-IALT CEMENT o TOWN OF S O U T H O L D o SUFFOLK COUNTY, NY 8" ON—SITE RCA PAVEMENT a o 6" RCA OLD SOUND VINEYARD ASPHALT APRON SECTION 9650 OLD SOUND AVENUE, MATTITUCK, N.T.S. NY 11952 ISSUES/REVISIONS /TMr!0klED rX Description No. Date C:,/'tr;"+r` COAIRD AS PER NOD FROM TOWN 1 10-28-24 8" THICK REINFORCED DRAINAGE NOTES TOV!V rle' SOUTHOLD ADDED PAVEMIENT/SURFACES SCHEDULE 2 12-17-25 CONCRETE TRAFFIC BEARING 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 RESERVED SLAB 24" DIAMETER PARKING �j SEE SIGN o'Aj'E l 1 3 1 20 2(D SURFACE AS PER CAST IRON INLET GRATE & 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS FOR PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS ® ACCESSIBLE PER DRAINAGE PLAN) 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE PARKING BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE DETAIL a' ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY NOTE: v 4" MI \', THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT Acca BE SHOWN ON THE PLANS. SIME SIGN HEIGHT SHALL BE SET TO MAKE IT CLEARLY VISIBLE BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN TO ALL PEOPLE WITHIN THE o ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE DRIVER'S SEAT OF ANY • ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. VEHICLE j I ® ® ® ® ® NO DIRECT PAYMENT WILL BE MADE I�12" I= ® ® In ® ® ® 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET - � — o STEEL POST GREEN BORDER (3/8") AND rn ® ® ® ® ® FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED (2"X2") LETTERING 2" HEIGHT — a° D (A ® ® BY THE ENGINEER. RESERVE E 0 0 6'fY, ® ® ® ® �t WHITE BACKGROUND AND ���� ® ® ® ® 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. PARKING 3/8" MARGIN HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE ++ 0.bo mop SEE PLAN BLOCK BRICK, AND/OR 1:2 MORTAR MIX. 18 _ �o s o o° ( BLUE INTERNATIONAL a EFF. DEPTH AS PER SITE PLAN b b 9oe — ° 09 10'0 DEEP PRECAST FOR SIZE) z CONCRETE BASE SYMBOL OF ACCESSIBILITY 1111 ® ® � ® 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS ,..I 0 = °g ® ® ® CONCRETE LEACHING UNLESS OTHERWISE NOTED. I, RING L® 3/8" GREEN BORDER 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE °8 GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND .> 1 1/2 GREEN LETTERING —I I D ® °° I = DRAWING TITLE: °° SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF j �_ ® ® °o p� — I TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND �12"-� FFM �° HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT 6' ACCESSIBL WHITE BACKGROUND AND 3/8" MARGIN SITE DETAILS o PAYMENT WILL BE MADE FOR THIS OPERATION. 2' MIN., — po_�$a e°o�oo�°0 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". SIGNAGE FOR CLEAN SAND & GROUND O° 80 ddoa= �o�°° GRAVEL FILL SIGNAGE FOR ACCESSIBLE PARKING Design B MF v WATER AS APPROVED REINFORCEMENT NOTES: ACCESSIBLE SEAL & SIGNATURE: 9 Y BY THE E.I.0 N.T.S. - Drawn B MF 0 2' MIN. 10'-0" 2'MIN. 1. STEEL REINFORCED ON LEACHING SECTIONS PARKING ''r\ cdE Y o In NOTE 1: SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. y Approved By: RAS -v CLEAN FILL MATERIAL IMPORTED I o F 2. STEEL REINFORCING ON CONE SECTION 12—#2 N.T.S. A. r O f'=� FROM OFF SITE SHALL BE FREE 0 LEACHING BASIN DETAIL �, F� / �. Scale: AS NOTED <^ �-V Date: OCTOBER 28, 2024 too ORGANIC MATERIAL & CLAY. VERT., 1—#3 TOP, 1—# BOTTOM. N 0 " r '` ; File No: 24082.000 00 N.T.S. cV =� Sheet No. Q00 0 �C� C6 NOT FOR CONSTRUCTION � ;I�R��`%` FULL SIZED PLOT SIZE: 22" x 34" QIT 1\ --- --- / / / 33� \ I �/ -\w\\\\\\ �\��,\\\\\�----� //// / � ¢yb b y I , DEVELOPED 7 ti� a a t / PUBLIC WATER a/raum,car,ao ,a»ra "`J o. 1 \\ A \ mob'=- .#' t 6R1 .M 10120 OLD 30UND dMJd W-47 h M 1 I I \ 'i / / / \\\ \\\\\ �\'\\\�\� -/// /// �_ \ \ \ - ! P d a/ qe}O1`'i / I / �. a}mot / Yt1Tl7[7 ,I111B6t / ' C ..� b O j �c9 ry y Ir k 1 y m I / // //- \\ \ \/ // / \\ \ \ ? 1,4 .' ''mot 'c \ 6[L.�H I JOM1�pr Ofi•rLi�Y RM RIp TAX LO 9 aew[ / y q �$ $ �A m� J - (� ,i� �Q�J�S ORV I74 Wci/ },8 R/n1�A� �}I S�•�� �- O/l NIP I30N HdI9 oy w / // \\\ \\ \ / \ \ _. -._5 :i �/ �� / }1.T 1,6'} aY? I, fD \ \ I I ',,1m YN !._ ,� Y .j I / / '� \\\\ \\\\ / / \ .. ''rSoulld Are 9 J 7 ,'O A w i&t N l d r t80 Lb1TIOd I P t ZFNA!YdG7d OI fYIDI a, ti nd Ave/ p7 �� /. c(, S20 07'40"�' 3' S.7� ,roc,[„rmat S� S I iStA4 v r w w�� I ( / / \ �- \ �aave Sound"Ave. - soy �`i yefT,foc;t! t IdD CD77dcI fIT c p I i y \ \ / \IL BD 1I/l AtN1TI ICd,II,IPPy It': •t �!'.- /\�\ 8C0 LO}-..,.11 I20 COtTICt IIT 48 I yR „► / \ \ 4; \ \ / ,- h / 1•? � \� EXISTING TAX LOT 23. r/r cdr r��u�vi 6 -- eA r�[AT-rim � �� / 'i ri��� m b" - $� b e fi� �s�nor / /// /� \ V\\ \\ ,\\\\ � / z \0 l GREENHOUSE \ T 23.20 ��( w a � J I I \ \ / / � b' Na I CY) TO REMAIN � -TA�LO7. 23.2J FAX LOT 2 �4„b �i %I \ \ , ut // f z ` b S20 0'4 "E AT X LOT 23.12 \ M m>4 va `Y74fEO�+�II, i l / // \ 1`` f \ \ / / \ ' m/ 6' 4-,� I h 1 " 3? 30.81 / 00 aa.t 92D°} S 91.02o E web 9.04'40"E I / \ I I/ / / / \ 1` 111\\\\\\ ` \\ / /� \ \ \ t+ ti / �A 1 1 nH f9'OB'00" _ �., / ^ �� ~ ~ I-, a wv 25f.f4' S20'�0 "E I / //" ,1 �I \\� // -\ \ \ `- y�4 at I s 1 , yON R•1 t,w'I T� I - rvc..•. �F Af.U 1 51'L.♦♦ , •' O i.,L�� �"I � �J+n.,' ��L4P SRC wx��.� 1.0` �. DEVELOPED � B i,> M/, --OrSm,x), °� / v) g \ -_ i q, t` �' ?�-I :�-:y > - •,tSF; ;�,:,;+�}yvi.. + 0N8 I EXISTING HISTORIC & \\ \ �_ f2r ++tiz„f / /} Y ' R-8D o:5"-I + / / i-• � / / 1 II 11o1 o I \ / \ \ I 11 / \ , r / / PUBLIC WATER m 52 34 6 RENOVATED SMALL BARN &/x �x - -±q"�-"k x �Cx�_x�_� / /_-�� x� _x x I II / / \/ x ,_ .:�,- s<. . tip•, -' x /\ J\ qF #' 6{ m` , f? lj POTTING SHED TO REMAIN �Ly\ _i fl I I II \ \ t_ b� �� 1' .' .' \ / / I I I 111 \ -- / / ,.� ,,- , N3 TEST HOLE' f \ . / / I / 1 I I I , \ A� / / B a Yti "I 1LOCATION 1 - . �.� I j I"I11 II / \ �- \ �. 7 a,m•. sKIL Y. \ J I. . . . . . . 1. . . . . 7)7 ....7 . . . . .:� ..'.'.' ' 1. .. . . . . . . I III 1 11 IIIIIII I \ / \ / \ a: \ .3 \ �. . .'.'.'.. .� ( '. . /. . . .'.'.�. . . - �. . . . . .' \ I III I III I \ PIROJECT ., / o} �j/ tistoRY u �� K , \ -i `�\ \'.'. I.'.'. .' . .'.'. .'.'.'.' . .'.'.' N \ \ LOCATION f�/i, q� `A1pAI / `' / b \ I. \, ..\ ,/ . . . . ./. /. ./. ./. .� - I III I I �,`I�WO I I \ \ ;� ,{� • ,�.y�ed'SS r��? ' PROPOSED U.G. l �- _- \' - . ` \. . .\ . .\\ J /. . .' - f I I orarc»r°r'�cdd°°►r I I I 1 /� \ a. a♦ WATER SERVICE 1 ` \ . . .'.'.\. .'.'.'.'.'. .'.'.'.'. - /.' , xrn�u II \ 25-� ,� 3 " \ \ PROPOSED 30'x70 \ I . .'. .'.'.'.'.. . . J /.. .'.'. .'.'/.'.'. .'.'.'. �. .'.'. . .'.'.' I Li IIII II I III III \ kiL / aRR NE5 I'� � r r-t �/ STORAGE OFFICE . . . .'.. . . _ .. . . . .'.'.. . . . .. . .� !. . .. . . . . . .'.' . . . :. /. .'.'.:. . . . . . .' . I �� I I T,AX LOT 23.25 I I I I I 1 1 \ - / e / .._ a} C StoGxy�iII. PROPOSED U.G. / \ . \ . .' :. . �. . :. / I I I I \ \ / ) i BLDG. . . / PJ��AqNT) D.AL ARINO.' ht UNDEVELOPED I I \ v �"� FIRE SUPPRESSION! o \. . \ .' : ' .'.'.'.'.'.'.\' .'.'.':':':'-.'.'.':':':' ' '. :':':' L . .'.' ' ' ''. .'.'.' ' - . :'.. .�• . . .. .:.:�.'.'.'.'. ./. .'.'. . .'.'1. , . .'.'.'.'.� . :' . : . : I . .'. I I I l �� ' I III \ LOCATION M A P �/ / I +3 WATER SERVICE `� �`3S I. PROPOSED - �. .:. .' . ` . . . _ i / j.l ( I ( � // l JIII I �� ` \\ \ \ N.T.S. p n'F ) 20'X24.2' ADDITION . .'. .'. \ . ( / �/)// I \ill I �'I \ .'. . . . : . : :':': :: \ . : : '. :' ' : : : \ : : �: :: �. . . . :: : :: / _ 1 \� // \ \r ce,mtcdl,OODddrmra \ PROPOSED U.G. y FOR CONVERTED _ .�. .'.' \ \. _ . I �� -� /� III /\ \l ssoo oLosoodDert„Dd 0 \ TASTING ROOM \ ' �` /.'. A. . \ . ( I �- / \ \ �' / YA,TIMM t7„" 67 ELEC. SERVICE O . . .'.'.'" . . . . . .'.' - \ \�. .'.'.' / \\�s20'9�00"��� �j / \ . .' \.'.' \.' ':'. ..- .: : . f �:': �i %////�/ \\ \ PROJECT DATA I �/ TAX LOT 8.2 \ _. I--� \ . . .. \ . -�ACTUALF / / \ / ~� DEVELOPED nor \ . - - .! �/ / \ \ ANT/OW R PROJECT 2 (008.001) / �� A NORTH FORK ld/ PUBLIC WATER \ 4 f ag+ - -o T -- - -- - - - - - - � - - - - 4-7&--" ZONE�R % NORTH FORK PROJECT 3 (024.004) - _ - '° - fO- 32 -4 W �. ' / - -_ J /' ZON�`? h �„ c'--� `ra` x O _ jA T (II . .�.� '. �. .'O '.� /,� Gj/0� 'S /u«/-- J_ .Pt /,'�-/+ * .x. s•t / / t o.s'+ I { 9 .': rp.' ry_. . .� _ '� '' - 3 _f - - �`�' / \ / / \ \ NEW YORK, NY 10012 / 1-- -� ;; i5'�7 ,� �• - -.e -`1 - - - - - _ - _N.'T�.' �1-- . .- . / J� f ^ 1 ) / \ - - 3 - r -� T .�''.` ry �r �.'.'. �� /.' / ^ / / 508 636 7010 -. i ,: : l r , l )//////// l / \\$ �� . J ��, 3 / o / / �\ MBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 (� � . . _ O 3 o is - L / / / / \ 4-III y o / `/ o o"�""som%°vp-wr + 's+; .i / �f�. L I \ -\ LOT P/0 008.001&024.004 e / Zj b rerr,mcc,+meat o�^ -- ' PLANTED . i / / ./ \-_ -- I .'.' Lf l / 11/ l/ / \ -. / // h�.i I �� . . . .APPLES �; PROPOSED / / / / / (- // // ///// ///// I / / \\ \\ ( ) #♦ / TAX LOT 24.5 , `� HYDRANT _T - I o ff SITE AREA................. 548 558.44(12.59 ACRES �¢`�ry /O O / DEVELOPED o °j ;; .:. . . . .. . . . . .' r0 . . .'. .. . .'.'. .':. . .'.' :.'. . .'. I- . .�. .� _I , I I l / I I / /////�// l I \ \ i9 PUBLIC WATER .'. .' \ �', [] i .' .'. / ; / N / \ \ I ZONING..................... R-40 0.74 AC R-80 11.85 AC pro�/ u n J �. : :'1::::::. : :' / : .':' . :'. :' :'.':' /.'.' / / / \ \ ( ) / ( ) l S 9.2d'87"E (ACTUAL) �. a,.v .. PROPOSED SANITARY SYSTEM/'_ . ( I - (I / (/ l �aray�sl�1 229.32 Rn �. I . .':':i . .':'.':�. I . . :'.':'.':' �:'. . .'.'-'. ': ' . .'. :' ':' .': .':' .'. .' // /ll// // // / I \ \ \ / x, fo., , \r (SEE ENLARGED SITE PLAN) . . .'/ . / / o \ \ \ J USE........................... WINERY/FARMHOUSE ��Fu• :' .': : I . �: : . :' . I . I . / .' /___z /a f / . / / \ II \1. / I . / / I SITE CIVIL ENGINEER: -- / OUTDOOR SEATING FOR 40 PEOPLE 1 \ PROPOSED U:G.' LEC:.'S RVICE / / . 41 EX: E E I. I 5 l t .' . f� +�`.. i / 3 f P IN / /RZ / / II{/ l \ �: I. :�I 1 / e o Box H T 1' >,:. s PROPOSED 2" . ENCLOS URE h EXISTING HISTORIC�VILLAGE BLACKSMITH � / <i,�• P I � -. .' � � �� � ' � - / / ,ter`, -DOME TIC WATER / �e S f ��- TO REMAIN TO BE CONVERTED TO / P J / l I LA ED G AY PIWI o / / 1 /////////1 / RVIC �� \•L: SE E TASTING ROOM & MANUFACTURING TAS NG \L' /y// ` w o- ).:�:::�::�:�::::/j l -\ h\ I NT PLA ED MERLO� `� ' <;,,;., I _� u,-; I.'. .. �' / // / r: . I . . // w`0 C NVERTED 0 / .. .' /EXISTING WELL T BE 0 T a4` I a i I�: / x � r is ../. \ \IRRIGATION ONLY C fit• I- I 1 \ N I . / 7 70 M N.• I , 1 N I/ III I. I4 / I 1 / t L. K M E cL AN A S IA�� S OC TES D'P :: PLANTED CAB FRANC ! . . J l � : 1 . 1 I. \\ f _ - \ ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 wWEis- - \. /. �.. . . . . 1 . :\:':' /' : /// / / / 23 +2i / / �8 I .'� / I \ rI\ r AG '/�/ //// /// ' . . . . � � . / � I \242.57' - ���. I ^� 20'09'S5"lI .ACTUAL ®• • ' 11.' .'.' � . ��. .' � � .'.' � �� .'.' �I� �.'. .' _- . . .'.'. .'.' .' �\\ / / I I. .' I I \\' \. . 1 R IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE e►Dom, ( �- ' ' _ _ '\. . l l l v` 3 � / / �"' 7 / / 'h - 9 '.', L �_ . DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY nLipd�Lfc -� �' / \ _�� I / \ ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ^J x is l9 i 1 / \ / / =Ezzmtrti�sr PROPOSED 4" 3 ��' ..'.' ' . . . I ` I / I ( ENGINEER IS ALTERED, THE ALTERING ARCHITECTS ENGINEER SHALL AFFIX TO 1 6 '® • GRAVEL PARKING / / ////I I �\,\'\\ HIS/HER IT THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY FIRE HYDRANT 11I . . . . �' ' ' ' I / / / / / ' I I * � HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AN PROPOSED TAJ�,LOT 24.3 WATER SERVICE �`6 y ' AREA FOR 36 - :_.'. ' ' . . . .:. �.' � ' / Ill / -� , �� \ D A SPECIFIC DEEVELOPED •h (( �o PARKING STALLS as \ /� / / / / DESCRIPTION OF THE ALTERATION ON THE DRAWING. THE PLANS AND .O• r'Y: �Y: G / I THRUST BLOCK s - I- •:i:•�•, SPECIFICATIONSEI•i r. / HIER N ARE INTENDE F D OR THE SUBJECT x'� .�Y:. ,. \\\ T PROJECT ONL Y LYASA z r BLIC WATER � - PUI � ,; / ON >�- \ ) AS DETAILED - 1 f _ I / \ R F'_i� RESULT O CONTRACTUAL NEGOTIATIONS TU GOTIATONS BETWEEN- / N THE OWNER®' E AND L.K. � _ 1 s3 TYP. 71 �1-p� r� d�mas�ar-ar eer�enAlR� e�e�w,e�a e�e�enw,e�( ) � -�A� � \ //\ � �+ItdlSAt� .� AP��tfc�� �t� _�� � IRS __ � x- -- - � �`�.-- � - _ � x x�-.�- \ McLEANASSOCIAiTES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 7 /� / / \\ _ wJr orwimLr 7 7l / 1 _ \ r� �F_�cp_�QO o�o N N NN N tJ \ SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY \ �_ ''j1 N2 '08'A�v � 4 - N I\ (0� h r� � �. �L p � ^N N N C.i A O'� � � 11 \3O \� Na(AAIL" 3lI \ \ 1 ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC / -- -- PROPOSED T LOT 4 0D N NI ry of _� v Q, cn u� \ 1,258.22' 7LOT 5.1 �° \ ) / �/ DUMPSTER /5 / }� \ -38 r°'m, �34� �- 31 O� ) / / r / / / / l ' I 1 � � / I I I I I I I I I I I 1 \ j a1.ss , \7 \ `\1 © L.K. MCLEAN ASSOCIATES, D.P.C. / / N° / / / / / / r ( / �ET $ACK \ � � �� / � � / / \ I ( I I I I I I I l l I I I I I I I I I I 1 � %,P� y�_�---��, � \ ;�� �\\\ \ PROJECT: I \ I � / � UNDEVELOPED �A / \ l \ - � l I / / /' \ \ I 1 \ I 1 I / lIl1III I,'�X 'C \ \ \ \ \ TAXI° 11 A1 \ TOWN OF S0UTH0LD / ) / \ I P � 1 \ � �� \ � UNDEVELOPED \ \ / / � ) � � � I � � / I I / ) I 1 1 1 I I / / / l I I I I�� -( \ \ \ \ \ \ \ 1 -/ � � �\\ \ \\\\ � SUFFOLK COUNTY, NY / _ Vol - SITE PLAN ��/� \\\ Ip SCALE: 1 -60 OLD SOUND VINEYARD / PROPOSED. 3,540 SF � \ 0 60 120 \\ I � � STORAGES BUILDING �, \ Feet �/ \\\\ I 1 WITH SLAB ON ,I 00 D0 ' / GRADE (F.F.=35.2) 9650 OLD SOUND AVENUE, �_ PROPOSED) VENT W/ / ; 0 0 MATTITUCK, NY 11952 CHARCOAL FILTER 18" F"/ \. O O I MIN. ABOVE GRADE, `�, \\\ �, 1 � - - - - - -36" MIN. FROM ANY - W _- t-- ISSUES REVISIONS WINDOW OR DOOR. - ^�- - _ - _ - - -� ! p LEGEND: Date: 11/6/24 -------- �S Description No. Date PROPOSED FUJI CLEAN - rn` SEE CROSSOVER DETAIL D D �'1 CONTROL PANELS IN PROPOSED CONCRETE SIDEWALK 11rlkr "D 1,JY 1. NO EXISTING SURFACE WATERS / WETLANDS WITHIN 100'. AS PER NOD IFROM TOWN 1 10-28-24 NEMA 4X ENCLOSURE 0 0 0 0 U�0 0 0 0 . 2. NO PRNATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SCDHS COMMENTS x- MOUNTED TO BLDG. � ' 33.5 Brown loam OL R II SANITARY SYSTEM. 2 02-1 1-25 PROPOSED RCA PAVEMENT 33.0 -------_ 05, ��'�'�" "°' �� '�"` 3. NO PUBLIC WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY � ABOVE BLOWERS. W 2� O SYSTEM. AS PER COMMENTS FROM FIRE MARSHAL 3 11-19-25 PROPOSED THRUST / 4 0 0 0 0 IN 0 0 Light brown silt L TQV."M OF SCUTHOLD 4. THERE ARE NO EXISTING SANITARY SYSTEMS ON SITE. AS PER COMMENTS FROM FIRE MARSHAL 4 12-17-25 BLOCK / a O PROPOSED GRAVEL PAVEMENT 5. PROPOSED WATER SERVICE TO BE INSTALLED MINIMUM 10' FROM EXISTING �� ti STORM DRAINS 3 �- -1- � - - Q r~ - �t - - - -- - - -_.- PROPOSED BUILDING D�.TE 3 12d -(�/ AS PER COMMENTS FROM SCDHS 5 12-30-25 o I 3 I -9 o 30.5 -------- 3'/ - -ja..... v _ i \!/ � 20 1 tIN. �6 tip- PROPOSED TOPSOIL & SEED -s AS PER COMMENTS FROM TOWN 6 1-8-26 ® ` 8' MIN. 5 10 MIN. 10' MIN. 5 , -� / / tit /A� PLANTING AREAS O \� i I p t i / -- • \ LP3� / \ �� / - PROPERTY LINE r TO' CO to M1//V STM 484 p F' O O PT p .:.. �� +\\�i / 10 PROPOSED CONTOUR Pale brown fine sand very fine sand SP / sLAB oN g' _ / ry' U) ADDITIONGFORE ' DM � -11.0- - EXISTING CONTOUR rn v E ST s �� �� � CONVERTED TASTING ��' g' MIN. ! / col L. � F F=36.,OM \ � \ \��� I ,; PROPOSED DRAINAGE LEACHING BASIN � . . . . . / 0 �0 JGT 1O'MIN.-y--( f ,� / . 11 Li, L (�5 D L) EXISTING 1 LP PROPOSED 15" CPEP o SF SLAB ON�' I�-5' ��-' M"N / -I DRAINAGE PIPE JAN 0 €3 2026 ,_ CO�ERTED TI G MIN. I . c0i . \. BUILDING TASTING i N / `� - F.F,=36 1 1 FE I PT\O O� PROPOSED PRETREATMENT TANK 3: \. . / / / \\ / l -,_i � �'SOUTHOLD TOWN -0 cs- z .I . I GT;O O) PROPOSED GREASE TRAP w DRAWING TITLE: w w w . I ST e ® I 000 H2O PROPOSED F OI SLAB CLEAN I/A TANK W/ 16.5 17' PROPOSED SANITARY / / L- / \I 1 I. . I NO WATER ENCOUNTERED PLAN a, - . - LP \ PROPOSED 1O'0 SANITARY *HIGHEST EXPECTED GROUNDWATER @ EL. f-1.5 .j /I\ PROPOSED MAC � � 1 O % LEACHING POOL / "R" AIR BLOWER I. ��_� TEST HOLE L E Design B MF 0 -0 MODEL MAC20OR11 SEAL & SIGNATURE: 9 y C ON CONCRETE PAD �\ 6 0 I TO BE HARDWIRED . 1 I FE 1 PROPOSED FUTURE EXPANSION N.T.S. F �� Drown By: MF O PROPOSED THRUST { f Approved By: RAS O � TO CONTROLLER �� i . BLOCK - 1FEST HOLE PERFORMED BY MCDONALD GEOSERVICES 1 1/06/24 '� q p -D s PROPOSED SANITARY PIPE �.� T �\ Scale: AS NOTED , f k, e� *' Date: OCTOBER 28, 2024 I o . I . I w- PROPOSED 2" DOMESTIC WATER SERVICE `� o 0 \. 1 E PROPOSED U.G. ELECTRIC r- t `'` i f I 0 .. I I TEST HOLE LOCATION j File No. 24082.000 00 DO �`�. O 11 � ENLARGED SITE PLAN �'y'' �.`�`� I S1 r ;��. SCALE: 1"=20' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -!..--� FULL SIZED PLOT SIZE: 22" x 34' STORAGE/ OFFICE TRAFFIC BEARING AND LOCKING tp f I/A VENT LINE TO BE 24" HEAVY DUTY, WATERTIGHT, BLDG. F.F.=35.20 C01 SUFFOLK COUNTY TYPE "F" PROPOSED TRAFFIC 2"0 MIN. AND PITCHED 20"0 HEAVY DUTY, WATERTIGHT, FRAME do COVER TO GRADE TASTING ROOM ADJUSTABLE CASTING TO GRADE BEARING, HEAVY DUTY AT A MIN.PER FOOT SLOPE OF .75" FRAME & COVER TO GRADE BLDG. F.F.G ROOM CO2 CAST IRON FRAME AND FRAME BEARING AND LOCKING - _ �." ....-Sand Ave Y 6.1 0 GIRADE = 36.00 PVC PIPE FROM MAC "R" 'AYi-------SoM;Ave $O�dAye _ i, COVER WATERTIGHT, BOLTED BLOWERS TO AIR INTAKE SED CONCRETE LIDS WITH GASKETS TO AS PER MANUFACTURER'S VAULT OAS DETAILED a REQUIREMENTS AS DETAILED A GRADE. 8., TRAFFIC EL. 35.90 BEARING SLAB I GRADE EL. 35.60 PROIPOSED 6" P-TRAP WITH 2'-6 MAX. r' s• DIA. INTEGRATED A -A- SDR PC PIPE PITCHED CLEANOUT TO 1 MIN. y y y y 1/4" PER 1' FGRADE EXISTING 12" MIN. PROJECT FOUNDATION a PROPOSED 6" LOCATION r WAS SDR35 PVC PIPE 1'-8" } PROPOSED 4" y W. , FROM BUILDING, �,L 6" SDR35 PIPE SDR35 PVC PIPE a FROM PROPOSED FROM SEPTIC LOCATION M A P " TAN K PROPOSED 6" CAST IRON SANITARY GREASE TRAP 8 INV.=31. K 4" SDR35 PVC N.T.S. a° PIPE TO PENETRATE FOUNDATION (INV.=32.10) 4'-0" PIPE ® J" PER 4" SDR35 PVC a STORAGE/ OFFICE BLDG. INV.=33.20 4WALL MIN 2' " LIQUID DEPTH PROPOSED 6" SDR35 PVC PIPE FOOT MIN. FOOT MIPIPE 0 N. PER TASTING ROOM BLDDG. INV.=34.1 „ (INV.=31.50 (INV.=31.33) PROJECT DATA TO CONNECT TO NEW 4 SDR BAFFLE 35 SANITARY PIPE USING APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) BUILDING CONNECTION & CLEANOUT WALL ECCENTRIC REDUCER TO GO�� �� PO BOX 541 NORTH FORK PROJECT 3 (024.004) FROM 6 TO 4 PIPE. NEW YORK, NY 10012 �C01 & CO2) 6" \- PROPOSED COMMERCIAL 508-636-7010 N.T.S. GRADE EFFLUENT FILTER "NSF" TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 I- 8 -� STANDARD 46 OR EQUAL (TYP) LOT P/0 008.001&024.004 PROPOSED 1 ,200 GALLON PRETREATMENT SITE AREA................. 548,558.44(12.59 ACRES) TANK ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) N.T.S. BOTTOM OF TANK USE........................... WINERY/FARMHOUSE EL 31.33 FUJI CLEAN CEN 14 1 ,350 GPD I/A SEPTIC TANK APPROVED CY SITE CIVIL ENGINEER: N.T.S. OAR;^■ SUFFOLK COUNTY TYPE "F" ADJUSTABLE CASTING TO GRADE TO WV Cl` ALLOWABLE SITE SANITARZY FLOW TASTING ROOM BLDG. - T� C� F F.=36.10 CO3 (POPULATION DENSITY EQIUIVALENT) DA ti °I 1 -31702AP GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) L. K. MCLEAN ASSOCIATES, D.P.C. USE 600 GPD/ACRE X (112.59 TOTAL ACRES - 6.03 ACRES PLANTING) ° 600 GPD X 6.56 Ac= 3,936 GPD r i ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN. NEW YORK 11719 EXISTING DENSITY (PROPOSED HEAVY DUTY AND IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE EXISTING GREENHOUSE = 1,685 SF X 0.03 GPD = 50.55 GPD 4 DIA LOCCKING CAST IRON COVER TO DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ° " GRADE ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ EXISTING SHED = 245 SIF X 0.04 = 9.8 GPD LP1 EL=35.10 PROPOSED TRAFFIC BEARING, ENGINEER IS ,ALTERED, THE ALTERING ARCHITECI\ENGINEER SHALL AFFIX TO TOTAL = 60.35 GPD SDR 35 PVC PIPE PITCHED LP2 EL=35.10 HEAVY DUTY CAST IRON HIS/HER ITEM 'THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY MIN. 1/4' PER 1 LP3 EL=35.10 FRAME AND COVER HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC PROPOSED DESCRIPTION OF THE ALTERATION ON THE DRAWING. . THE PLANS AND WATERTIGHT, BOLTED LIDS PROPOSED SANITARY FLO►W CONCRETE CFHIMNEY SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A EXISTING WITH GASKETS TO GRADE. RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. STORAGE AND OFFICE BUILDING FOUNDATIONWALL e' TO GREASE TRAP MCLEAN ASSOCIATES, PC, THESE PLANS AND SPECIFICATIONS WILL BE THE 2.100 SF X 0.04 GPD/SIF = 84 GPD (1ST FLOOR STORAGE) -20 SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ° 806 SF X 0.06 GPD/SF = 48.36 GPD (2ND FLOOR OFFICE) PROPOSED HS LOAD RATED ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC 664 SF X 0.04 GPD/SF = 26.56 GPD (2ND FLOOR STORAGE) a SHALLOW DOME 2.0'MAX. TMA ° iCHIMNEY © L.K. McLEAN ASSOCIATES, D.P.C. TASTING BUILDING .4 OCCUPANCY RATING GROUP A-2 PROPOSED 4" CAST IRON 20" PROPOSED 8" PROJECT: SANITARY PIPPENETRATE TRAFFIC BEARING T O W N O F S O U T H O L D OCCUPANCY = 619 SF /i 15 = 41.3 FOUNDATION WALL MIN. 2' OCCUPANCY = 42 OCCUPANTS � a. � MIN. 4" DIA. SLAB (INV. = 34.10t) SDR 35 PVC PIPE PITCHED 12" MIN. SUFFOLK COUNTY, NY BAR (WINE TASTING - INITERIOR) MIN. 1/8" PER 1' 42 OCCUPANTS X 10 GP'D OCCUPANT = 420 GPD -- ---- - - - ---- - - - BAR (WINE TASTING - OUTDOOR SEATING) BUILDING CONNECTION & CLEAN 0 U T PROPOSED 4" PROPOSED 6" SDR35 40 SEATS X 5 GPD/sEAlr = 200 GPD CO3 SDR35 PVC PIPE PROPOSED 6 PVC PIPE TO TOTAL = 620 GPD INVERT (IN) INV=33.95 PROPOSED OLD SOUND VINEYARD N.T.S. SDR35 PVC TOTAL EXISTING + PROPOSED SANITARY FLOW LP2 EL=30.90 DROP TEES ` LP2 EL=30.90 PRETREATMENT TANK 60.35 GPD + 778.92 GPD = 839.27 GPD LP3 EL=30.90 „ INV.=33.456 TOTAL DENSITY VS. ALLOWABLE DENSITY HEAVY DUTY, WATERTIGHT, TRAFFIC 25'MAX. 4" 5 -0 LIQUID DEPTH 9650 OLD SOUND AVENUE, DENSITY: 3,936 GPD BEARING AND LOCKING FRAME & MATTITUCK, NY 11952 ALLOWABLE SEWAGE DENS ACTUAL DENSITY: GPD COVER TO GRADE TOP OF RIM ELEV.=35.27' 8.67' EFF. DEPTH 12" ISSUES REVISIONS 3,936 GPD - 839.27 GPD = 3,096.73 GPD REMAINING Description No. Date PROPOSED KITCHEN/GRA)Y FLOW END CAP TYPE 6" AS PER NOD FROM TOWN 1 10-28-24 TASTING BUILDING LEVELING DEVICE --8'w - I SCDHS COMMENTS 2 02-1 1-25 OCCUPANCY RATING GROUP A-2 PROPOSED 1 ,500 GAL. AS PER COMMENTS FROM THE TOWN 3 10-03-25 OCCUPANCY = 619 SF // 15 = 41.3 OCCUPANCY = 42 OCCUPANTS GREASE A AS PER COMMENTS FROM SCDHS 4 12-30-25 BAR (WINE TASTING - INITERIOR) j__ N.T.S. 42 OCCUPANTS X 5 GPD)/OCCUPANT = 210 GPD MIN. 4" DIA. BAR (WINE TASTING - OUTDOOR SEATING) SDR 35 PVC PIPE $�� 4' MAX 40 SEATS X 2.5 GPD/SEAT = 100 GPD PITCHED MIN. 5 TOTAL = 310 GPD 1/8" PER 1 ' PROPOSED DESIGN FLOW (HYDRAULIC) 2" MIN. TOTAL SANITARY FLOW + TOTAL KITCHEN/GRAY FLOW 839.27 GPD + 310 GPD, = 1,149.27 GPD INV.(I N) SANITARY SYSTEM DESIGN ELEV. 31 .25 8„ SEPTIC TANK � 4'O' � INV'(OUT) ELEV. 31 .08 3. REQUIRED: 1 DAY HYDRAULIC FLOW (1,149.27 GAL) BOTTOM OF TANK colN�.)� PROVIDED: 1 FUJI CEN114 I A O.W.T.S. EL. 30.25 3' DISTRIBUTIONZSAMPLING MANHOLE cow v . I LEACHING POOLS REQUIRED: 1,149.27 GPD/ 1.5 GPD/SF = 766.18 SF I BOTTOM of POOL 10 DRAWING TITLE: 766.18 SF ,/ 31.4 SF/LEACHING POOL = 24.41 VF LP1 EL=22.23.. LP3 .EL PROVIDED:(3) 10'0 x 8.67 EFF. DEPTH LEACHING POOL = 26.01 VF > 25.1 VF ISANITARY DETAILS 22.23 FUTURE EXPANSION :. 6.' MIN., PENETRATION INTO 3 MIN. ABOVE•.HIGHEST_ . A GIN:STRATA,OF SAND &'GRAVEL' REQUIRED: 50% OF LEACHING CAPACITY EXPECTED G OUNDWATER �I ' . PROVIDED: (2) 10'0 x 8.67' EFF. DEPTH CONCRETE LEACHING POOL _ _ J SEAL & SIGNATURE: Design By: MF_ BACKFILL MATERIAL - Drawn By: MF GREASE TRAP CLEAN SAND AND REQUIRED: 1 DAY KITCHEN/ GRAY FLOW (310 GAL) GRAVEL �� �I` _ _ ___ ___ _ _ f <� A. ���� Scale:ved By: ASS NOTED PROVIDED. (1) 8'0 x 5 EFF. DEPTH (1,500 GAL) - - - - - - -- _ --- - - -- HIGHEST EXPECTED WATER ELEV. --1_5- ?f�^`-`^✓j �., ., Date: OCTOBER 28, 2024 PROPOSED LEACHING POOL TYP.) r �� � � ` �`' 's File No: 24082.000 N.T.S. ° _a,. I c` , )! Sheet No. S 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �' ` ' .S,�� �� / FULL SIZED PLOT SIZE: 22' x 34' Sedimentation Chamber CHAMBER Volume(gal) 837 8 CAPPED OR PLUGGED SUFFOLK COUNTY TYPE 'F' (Z) Anaerobic Filtration Chamber i mber 939 ADJUSTABLE CASTING TO GRADE 4" T-91 Aerobic Contact Filtration Chamber 378 --I FINISHED 4 _47Storage Chamber 186 GRA ll DE —Y-61' (5) 1 Disinfection Chamber 12 4 4 _S,,4 Ave B ADJUST TO GRADE WITH N.J. SHALE INLET BAFFLE Total Volume 2,252 COURSES & MAX. OF 15') SCUM BAFFLE�, dAve "`Sou 4'e SECTION RED BRICK & MORTAR (MIN. OF TWO (CIRCULATION AIRLIFT PUMP SPECIFICATIONS � y'�" STAINLESS 6" LAYER OF STONE Anaerobic Media PP/PE Filling Rate 13 1% STEEL BOLT MAINTAIN MIN. 6" SEPARATION Board Type Aerobic Media PVC/PP PE Filling Rate 1 17% SECTION SS LT PLAN 1/8- THK. WASHER BETWEEN BRICKWORK AND STRUCTURE 5"INLET PIPE r Aerobic Media PP/PE Filling Rate 55% SEE _-,DISINFECTION Blower 7 cfm 3/8- 0-RING GASKET PROFILES 6"DIA. SDR 35 PVC PIPE CYLINDER(OPTIONAL) Tank FRP 6* DIA. 3(T ELBOW Piping PVC/pp/PE :r Access Covers Plastic/Cast Iron r "OUTLET PIPE NOTES MAX. A Disinfectant(Optional) Chlorine Tablets PROJECT 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR 6"X6"X6" 60* WYE BRANCH & LOCATION 35B SPECIFICATIONS •FFLUENT CEN14 2. LOAD RATING: H2O FLOW AIRLIFT PUMP 3. FRAME AND COVER AS� MANUFACTURED BY LONG ISLAND FLOW Ir DIA. /7777\ r rf'r-OVED rX tandard Hydraulic Load 1,350 GPD PRECAST OR APPROVED EQUAL. SDR-35 I TYPICAL BUILDING CONNECTION B P L A t�'N'I MG r.0 A r.,D LOCATION MAR V\-AIRINTAKE OF SOUTHOLD N.T.S. WATER TIGHT HEAVY DUTY LOCKING FRAME CLEAN OUT DETAIL VENTILATION PIPE FLOW OPENING \-17LOWBAFFLE & COVER N.T.S. RECIRCULATION(PIPE (CLEANING OPENING) N.T.S. PLAN VIEW DATE""T, 120 VOLT, 10 SERVICE TO FUJI PROJECT DATA CONTROL PANEL 2 #8, # 12 GIRD IN 1- PVC H. APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) INDOORS I OUTDOORS CONDUIT NORTH FORK PROJECT 3 (024.004) PO BOX 541 EX. ------- NEW YORK, NY 10012 POWER OWTS CONTROL PANEL IN NEMA 4X ENCLOSURE RECIRCULATION 508-636-7010 F5 M L GROUND 18"NAANHOL 18"MANHOLEASSEMBLY4"MANHOLE ISINFECTION 24"MANHOLE TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 PANEL UG CYLINDER(OPTIONAL) 20A, F-41 7NO FIELD MG LOT P/0 008.001&024.004 ONE 1-POLE F- 1 I CIRCUIT I CONNECTION -LOW OPENING SITE AREA................. 548,558.44(12.59 ACRES) BREAKER IN EXISTING 20A 47 ZONING...................... R-40 (0.74 AC) / R-80 (11.85 AC) rr " PANEL ALL WIRING SHALL ------ BE INSTALLED INSIDE 5USE........................... WINERY/FARMHOUSE SCHEDULE 80 PVC CONDUIT & SIZEDBOARD TYPE SITE CIVIL ENGINEER: F AS REQUIRED. 2 CONTACT MEDIA AIR L C OMPR. (D 51 4 5'- 5'- 2 2 FINISHED GRADE 2r-83" G G) RECIRCULATION 03 AIRLIFT ASSEMBLY ON-SITE WASTEWATER M AEROBIC MEDIA L. K. McILEAN ASSOCIATES, D.P.C. TREATMENT SYSTEM PUMP ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN. NEW YORK 11719 ALARM EFFLUENT FLOAT 824'j FLOAT PUMP SWITCH SWITCH FLOW OPENIN \-AERATION ASSEMBLY IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE SECTION A-A VIEW SECTION B-13 VIEW DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ffEM ON THESE DRAWINGS. IF AN rrEM BEARING THE SEAL OF AN ARCHITECT/ OWTSSINGLE LINE DIAGRAM ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM -THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY N.T.S. SCALE: HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC C E N 14 STRUCTURAL D RAW I N G DESCRIPTION OF THE ALTERATION ON THE DRAWING- " THE PLANS AND 1/4 111 SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A 6 5 4 3 2 1RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L-K, MCLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE DATE: 1,C. I /-I TIVI SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY < 12 Vel V,d,L VA150R�I V�'C2110F i ANYONEWITHOUT WRITTEN AUTHORITY OF L.K.MCLEAN ASSOCIATES,PC (3p5) 1 03/06/2019 7/19'- __ _---- ---- (25) Air Ftew Vo�u-ln 7,—__�_L- f- —�_—- @ L.K. MCLEAN ASSOCIATES, D.P.C. 7/7 1,7 200 qr,rc Pressure 2,11 — ———2_11 ———- DRAWN BY: A D kp 20 Toward Clean Water... ioled Vot�toile V D BDB PROJECT: 1;dencv lz 'owe, N M h A o x TOWN OF SOUTHOLD Of _)ji,et VISUAL �cwer Cord [.erQin ?,-ct, BEACON t,i fite nu,ber E 64 14?0 SYSTEM CONTROLLER/ALARM SUFFOLK COUNTY, NY ::u,;9t,Y of i jc,c, (FASTEN TO BUILDING) THRUST BLOCK SCHEDULE udc�ja!e veillict 09 severed MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK C 1r,1111 1111,11 111 tier, internal rr it�, every 3 d.dp ragm�yt,", 11 once every PIPE SIZE TEES, CAPS, & PLUGS 90- BENDS 45! BENDS 22.5- BENDS Rf.carnd h OLD SOUND VINEYARD 12 moths. (Kc-e: a torn alai)tragm w,tj tr,qgpr the Auioirt,c-Stop ,unction.) "lease make sure to tat t" instruction aruct, ELECTRICAL & CONTROL TO BLOWER 6" OR LESS 2 3 1 1/2 3/4 TYP. CONTROL WIRING TO OWTS NOTES 22.5' MAC 'R* AIR BLOWER 1. ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR BEND TO BE HARDWIRED TO ROCK WITH MIN. BEARING AREA AS SPECIFIED IN SCHEDULE 9650 OLD SOUND AVENUE, TO CONTROL PANEL BELOW. MATTITUCK, NY 11952 7 ELECTRICAL 2. ALL THRUST BLOCKS TRANSIT MIXED MIN. 3000 PSI CONCRETE. SUPPLY ME COMPRESSED AIR LINE TO CWTS TYP. PLUG TYP. 90, TYP. TEE TYP. 4 ISSUES/REVISIONS Gn RECEPTACLE TYP. OR CAP BEND BEND U U U + MOUNTED ON INSULATED SLOWER CONCRETE Description BUILDING ENCLOSURE THRUST No. Date 6" CONCRETE BLOCK AS PER NOD FROM TOWN 1 10-28-24 BLOWER PAD 7 3/8 SCDHS COMMENTS 2 02-11-25 GRADE p . 8" x 8" x 24" L. AS PER COMMENTS FROM THE TOWN 3 10-03-25 g Ait T surp.rents CCA TREATED AS PER COMMENTS FROM SCDHS 4 12-30-25 MAC150RI/20ORI S TITLE Ai 111 so 2:5 05 10-201 1 LUMBER IZE CONTROL PANEL & BLOWER DETAIL PVC C.L.D.I. CLASS 250 MECH. FujiMAC N.T.S. GASKET JOINT FITTING WITH RETAINER 6 5 4 WATER MAIN GLAND I/A O.W.T.S. NOTES: TYPICAL THRUST BLOCK DETAIL 1. O.W.T.S. SHALL BE INSTALLED AS PER ALL IMANUFACTURER RECOMMENDATIONS. N.T.S. —1 01-011 —1 Of-011 2. O.W.T.S. SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD APPROVED BY THE MANUFACTURE. (E: — 3. THE DESIGN ENGINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN ADVANCE OF MATERIALS & JOINTS EQUIVALENT TO 18"MIN. WORK. THE CONTRACTOR SHALL NOTIFY SCD)HS FOR INSPECTION IF/AS REQUIRED. WATER MAIN STANDARDS OF WATER MAIN OR 4. THE CONTRACTOR SHALL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THE BOTTOM OF THE EXCAVATION, AND CONSTRUCTION AND PRESSURE TESTED WATER SERVICE SANITARY SEWER MAIN SHALL SET THE STONE LEVEL TO WITHIN J'". THE CONTRACTOR SHALL PLACE THE I/A O.W.T.S. ON THE PREPARED SAND TO ASSURE WATER TIGHTNESS PRIOR OR BUILDING CONNECTION BED (AND/OR CONCRETE SLAB WHERE NOTED) AND SHALL SET THE TANK LEVEL TO WITHIN A INCH. 0 8 7026 TO BAC K A LLI N G OQUIhOL. i(i 5. ALL SANITARY PIPING, STRUCTURES AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH PLANNING B0,P[�D 18 MIN. SUFFOLK COUNTY DEPARTMENT OF HEALTH 'SERVICES DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DIISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES, DATED JULY 21, 2020. DRAWING TITLE: 6. THE ONSITE WASTEWATER TREATMENT SYSITEM (O.W.T.S.) INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM i Oli SUFFOLK COUNTY DEPART OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED INSTALLER. -10'-0" - 1 - SANITARY DETAILS 11 7. THE O.W.T.S. INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF NOTE: HEALTH. SEWER LINE JOINTS MUST BE LOCATED AT HORIZONTAL SEPARATION BETWEEN SEWER (SANITARY 8. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER SEAL & SIGNATURE- Design By: MF Drawn By: MF LEAST 10 FEET FROM OR STORM) AND WATER LINES MUST BE 10' SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. THE POINT OF CROSSING MINIMUM OF NOP Approved By: RAS 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. A Scale: AS NOTED WATER SEWER SANITARY OR STORM � 10.ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN SCHEDULE 40 Date: OCTOBER 28, 2024/' ( PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24" UNLESS GREATER COVER IS REQUIRED BY MANUFACTURE. File No: 24082.000 CROSSING DETAIL Sheet No. 11.ALL PENETRATIONS INTO THE I/A O.W.T.S. SHALL BE SEALED AND WATER TIGHT. N.T.S. 97 S3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FULL SIZED PLOT SIZE: 22' x 34' d Pye_.•- o °6 b M - "Sound Ave � dAii-'-""goundAve 1I mi e NOTES: 1. DESIGN IS IN ACCORDANCE WITH ASTM C913 AND ACI 318 2. LIVE LOAD = A-16 (AASHTO HS20) 6" 14'-0" 'fill 3. EARTIH FILL FOR DESIGN = 3.5' MAX . 4. WATER TABLE ASSUMED BELOW BOTTOM of STRUCTURE 5. CONCRETE STRENGTH = 5000psi 15'-0" ADD'L #5, TYP ;Y 6. REINFORCING STEEL - GRADE 60 4'-71" 3'-443" 7. OPENINGS, SIZE AND LOCATION, AS REQUIRED 3'-0" 4'-0" 4 4 7.1. UNLESS OTHERWISE SHOWN, PROVIDE ADDITIONAL / REINFORCING AROUND OPENINGS EQUAL TO THE BARS 0 ' ' ' ' I I PROJECT {;' a IINTERRUPTED BY THE OPENING, j EACH SIDE AND IN THE i i I I LOCATION SAME PLANE i 4 `¢ 7.2. ADD #4 DIAGONAL TRIM BARS AT OPENINGS ----- ----- ------ ------ 8. MATERIALS AND MANUFACTURING SHALL CONFORM To ASTM C913 i 0 9. UFTRNG AND HANDLING SHALL CONFORM TO OSHA STANDARD 1 I m 6"0 HOLE 6"0 HOLE 1926i.704 i 02'-6" i - - m 10"0 INLET EA SIDE m EA SIDE m o 02'-0" 02'-0" o - - rL 10"0 OUTLET LOCATION MAP I I I I U U `o ° [DRAWING SCHEDULE #4 ® 18"oc VERT, E.F. (STAGGERED) N.T.S. o 1n SHEET NUMBER SHEET TITLE BUTYL JOINT, TYP 1 TOP SLAB PLAN I I I o 2 WALL PLAN VIEW ' _ J 0 PROJECT DATA --+-- --+-- -+-- 1 o 1 3 ELEVATION VIEW a0 N w IL L APPLICANT OWNER... NORTH FORK PROJECT 2 (008.001) ' I o - T M NORTH FORK PROJECT 3 (024.004) ' ; ® `D ni ^_' PO BOX 541 NEW YORK, NY 100 SPLICEo 12 0 LENGTH #4 DIAG i 0 _ #4 @ 18"oc VERT, E.F. (STAGGERED) 508-636-7010 TABLE I TRIM BARS. ADD'L #5 i 1 G BAR SIZE LENGTH TYP TYP 0LO TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 #4 21" i LO® p LOT P/0 008.001&024.004 Ll SITE AREA................. 548,558.44(12.59 ACRES) s 26" --------- ------------- ------' �t #6 32" ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) 0 #5 ® 6"oc SHORT DIR ' #5 ® 12"oc LONG DIR USE........................... WINERY/FARMHOUSE TOP SLAB PLAN #5 ® 9"oc BASE SLAB SHORT DIR SITE CIVIL ENGINEER: ELEVATION VIEW BAR COVER 1" LION PREPARED FOR: PREPARED FOR: 0ONGISLA ND 0.00KHAVEN, ONG ISLAND PRECAST PRECAST . q 20 AD20 STIRIZ ROADROOKHAVEN,NY 11719 h'Y 11719 1 0/23/2 REVISE OPENINGS PHONE(631)286-0240 FAX(63I)286-6313 PHONE(631)28"240 FAX(631)286-6313 _ N AT R I N L. K. McLEAN ASSOCIATES, D.P.C. SPECIALTY ENGINEERINGPROVIDFD BY: TOP SLAB PLAN SPECIALTY ENGINEERING PROVIDED BY: ELEVATION VIEW ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD.. BROOKHAVEN. NEW YORK 11719 CONCRETE ENGINEERING SOLUTIONS,LLC FUJICLEAN CONTAINMENT CONCRETE ENGINEERING SOLUTIONS.LLC FUJICLEAN CONTAINMENT Im Pmmhwatam VAULT SCDHS CEN-14 VAULT SCDHS CEN-14 youarww PA 7'-0"semi x 14'-0" x 8'-0" ID - � 7'-0"your E:ra.rwnm x 14'-0" x 8'-0" ID IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE BIONh.fl06RPA FAX 3- NT5 -9 27 23 RET a c.,a S-1 Pwx 60bi1f°-� NTS -9 27 23 v_ RET o.a_S-3 DIRECTION OF.A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY as.w,Nw 2 -40.33 ar. KMK -Na 1 F Nn:23-40.33 e. KMK -w 3 OF 3 ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC © L.K. MCLEAN ASSOCIATES, D.P.C. PROJECT: TOWN OF SOUTHOLD I/A O.W.T.S. NOTES: SUFFOLK COUNTY, NY 1. O.W.T.S. SHALL BE: INSTALLED AS PER ALL MANUFACTURER RECOMMENDATIONS. 15'-0" 2. O.W.T.S. SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A 0 L D SOUND VINEYARD 6" 14'-0" 6" METHOD APPROVED BY THE MANUFACTURE. 4'-0" 6'-0" 4'-0" 3. THE DESIGN ENGIINEER SHALL OBSERVE THE O.W.T.S. PRIOR TO BACKFILL AND DURING SYSTEM STARTUP.. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER OF THE ANTICIPATED SCHEDULE AT LEAST 48-HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS REQUIRED. 9650 OLD SOUND AVENUE, p��ep� MATTITUCK, NY 11952 4. THE CONTRACTOR SHALL PREPARE A COMPACTED 3" BED OF ASTM C33 SAND AT THEaGVEL � 6"0 HOLEm CL 6"0 HOE BOTTOM OF THE EXCAVATION, AND SHALL SET THE STONE LEVEL TO WITHIN A". THE ISSUES/REVISIONS o CONTRACTOR SHALL PLACE THE I/A O.W.T.S. ON THE PREPARED SAND BED (AND/OR w1tNING 00t r r #4 @ 5"oc HORIZ, I.F. W CONCRETE SLAB WHERE NOTED) AND SHALL SET THE TANK LEVEL TO WITHIN A INCH. Description No. Date Ti C VIV. OF SOUTHOLD 1 10-28-24 m a m � 5. ALL SANITARY PIPING, STRUCTURES AND ASSOCIATED APPURTENANCES SHALL BE AS PER NOD FROM TOWN q 10"0 OUTLET CONSTRUCTED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MT SCDHS COMMENTS 2 02-11-25 q 10"0 INLET LZ DIVISION OF ENVIRONMENTAL QUALITY STANDARDS FOR APPROVAL OF PLANS AND 1 0 0 - - w CONSTRUCTION ROR SEWAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY AS PER COMMENTS FROM THE TOWN 3 10-03-25 RESIDENCES, DATEID JULY 21, 2020. 00 1- � AS PER COMMENTS FROM SCDHS 4 12-30-25 6. THE ONSITE WASTEWATER TREATMENT SYSTEM (O.W.T.S.) INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPART OF HEALTH SERVICES AND 00 1" SHALL BE AN AUTIHORIZED INSTALLER. cov #4 Q 5"oc HORIZ, O.F. ® 7. THE O.W.T.S. INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK 1" Cov 6"0 HOLE 6"0 HOLE COUNTY DEPARTMENT OF HEALTH. m m I 1 I I 8. AN EXECUTED O)PERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE `° TPROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. #4 @ 18"oc VERT, E.F. (STAGGERED) 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. WALL PLAN 10.ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S. CONTROL PANEL SHALL BE ENCLOSED IN SCHEDULE 40 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24" UNLESS GREATER (COVER IS REQUIRED BY MANUFACTURE. 11.ALL PENETRATIONS; INTO THE I/A O.W.T.S. SHALL BE SEALED AND WATER TIGHT. c �p. Jt %I, U U LULU PRFPAP ED FOR: l' 00NG ISLAND PRECAST P1_,�i!dIi1G BO^.2D 20 STIRIZ ROAD ROOKHA..h'Y I17I9 1 LL 0/23/2 REVISE OPENINGS PHONE(631)286-024(1 FAX(631)286-6313 9A E DRAWING TITLE: SPECIALTY F.NGINF,FRINO PROVIDED BY: WALL PLAN VIEW CONCRETE ENGINEERING SOLUTIONS,LLC FUJICLEAN CONTAINMENT F U J I CLEAN TRAFFIC �tm ou L 3;w Fsrw l VAULT SCDHS CEN-14 `�raPw'�' BEARING SLAB DETAILS PNONL SA `Al 7'-0" x 14'-0" x 8'-0" ID rwX sio-w-iaez sr.�NTS �"�9 27 23 a+: RET ��n.S-2 ccs.ay.«0.23-40.33 - KMK .0.2 OF 3 SEAL & SIGNATURE: Design By: MF Drawn By: MF f Of NEW r Approved By: RAS Scale: AS NOTED Date: OCTOBER 28, 2024 >y. File No: 24082.000 Sheet No. `; 7 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FULL SIZED PLOT SIZE: 22' x 34" GENERAL NOTES: BACK FLOW PREVENTER NOTES: 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE AND MUST BE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION CONTROL CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL CONFIRMED INDEPENDENTLY( WITH THE OWNING UTILITY COMPANIES PRIOR TO COMMENCEMENT OF UNIT AND SCDHS REQUIREMENTS. 12"I MIN, HEATED HOT BOX ENCLOSURE CLEARANCE f 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, AND DEPTH 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL HUBBEL MODEL H82-DT OR .so�ndpye`I' OF UTILITIES, PIPING, DRYWIELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MOST WHEN OPEN APPROVED EQUAL 30" MIN. TESTCOCK CLEARANCE `soy^a"ye 09 CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN SECURED WHEN OPEN (TYP.) OF 4 " AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY PRIOR TO STARTING WORK. TESTCOCK _ m -St6uiid DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE OYP.) OF 4 3 3' `J' dA "-souse A�eJ ENGINEER IMMEDIATELY. 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY REASON UNLESS SCWA IS NOTIFIED. 3.3' 3. MAXIMUM DISTANCE OF 12:5' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE ACCEPTABLE 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS INSTALLED HEATED HOT BOX INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS REQUIRED TO BE ACCORDING TO THE APPROVED PLANS AND SIGNING THE CERTIFICATION STATEMENT ON ENCLOSURE HUBBEL INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. FORM NYSDOH 1013. MODEL HB2-DT OR I I F-- - - - - - -- -� APPROVED EQUAL ( I 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING AND 7. THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW YORK STATE I .t PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, OBSTRUCTIONS, ETC. TO CERTIFIED TESTER. I PROPOSED WATER SERVICES. FEBCO 2 MODEL RPZ DEVICE ORI I FEBCO MODEL RPZ D F825YOR 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR FREEZING. APPROVED EQUAL I APPROVED EQUAL I 'r TRENCH NOTES, 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. CLEARANCE). 3 0' 2 I 3"0 MIN. DRAIN PORT 1, UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON BOTH SIDES OF I I I WITH SCREENPROJECT THE TRENCH PRIOR TO EXCAVATION. 10. ALL CONNECTIONS, TEES, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED DOWNSTREAM I 18"MIN. I 30" IN. I I (TYP.EACH END) LOCATION OF RPZ DEVICE. 2. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING SURFACE AND MEET I I 3. 3' I " EXISTING GRADES ON BOTHI SIDES OF TRENCH. 11. PROPER MAINTENANCE SHALL BE PERFORMED. 8 MIN. DIRECTION OF FLOW I '' 3'0 MIN. DRAIN PORT I .• 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' LIFTS. 12. DEVICE SHALL BE FROM N.Y APPROVED LIST AND SHALL HAVE USC FOUNDATION I WITH SCREEN �-- -- - --- -- -- -J FOR CROSS CONNECTION CONTTROLROL APPROVAL. (TYP EACH 4 CONTRACTOR INSTALLATION SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATION WITH EACH UTILITY 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION OR ACCESS GALV. ANCHOR BOLT AS I I END) HINGE SIDE OF ENCLOSURE LOCATION M A P TO RELIEF VALVE. PER MANUFACTURER'S a . r 5. THE CUSTOMER'S D❑MESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OF TEN (10) 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE DOMESTIC WATER REQUIREMENTS •;'' '} '• • i• j �r.' •' . .�i , �• .� N.T.S. FEET, RUNNING PARALLEL., FROM ANY UNDERGROUND UTILITY (ELECTRIC, GAS, TELEPHONE, ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. (` • • '' • • • '. •' 6 GRADE NOTE: DIAPHRAGM ON FEBCO MODELS MUST L6" THINK REINFORCED CABLE AND LAB ON BASIN, DRIVEWAY ARY SEIWER CURB, LIGHT ERVICE) AND P❑LE, ELECTOIL RIC STORAGE TRANSF❑R ER, TREES, DRAIN ANY LARGE 15. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND OF THE ENCLOSUREBE INSTALLED ON . COMPACTED 30" CLEARANCE SIDE COMPACTEDCONCRETE S UBGRADE PROJECT DATA OBSTRUCTIONS, UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION DEVICE. PROPOSED 6" THINK REINFORCED INSTALLATION OF SERVICES PIPE STANCHIONSL CONCRETE SLAB ON „ APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) 16, THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER. COMPACTED SUBGRADE 2 DOMESTIC RPZ PLAN VIEW NORTH FORK PROJECT 3 (024.004) 1. INSTALL PIPING ON T-HE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO THE 17, DEVICE MUST BE LEAD FREE, NO LEAD SOLDER SHALL BE USED FOR THE t9 PO BOX 541 PROPERTY LINE OR AS 'SHOWN ON THE PLANS. INSTALLATI❑N, 2 DOMESTIC RPZ ELEVATION VIEW N.T.S. NEW YORK, NY 10012 2. LEAVE A Y RISER ABOVE THE GRADE ELEVATION AT THE P❑INT WHERE THE PROPOSED N.T.S. 508-636-7010 WATER SERVICE WILL (CONNECT TO THE EXISTING SERVICE LINE. 18. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER METERS 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF AND BACK FLOW PREVENTI❑N DEVICES. TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 INSPECTION, MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST CORNERS OF THE BUILDING 19, BACK FLOW PREVENTION DEVICES MUST BE TESTED ANNUALLY BY A NEW YORK STATE LOT P/O 008.001&024.004 TO THE END OF THE [PIPE AT THE PROPERTY LINE. SERVICE LINE MEASUREMENT FORMS CERTIFIED TESTER, ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT. SITE AREA................. 548,558.44 12.59 ACRES 4. THE END ❑F THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY FROM ANY 20. TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND THE OBSTRUCTI❑N SUCH AS 'TREES, TELEPHONE POLES, CATCH BASINS, OR DRIVEWAYS. APPROPRIATE COUNTY DEPARTMENT ❑F HEALTH, 5, ALL EITHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER 21. ALL INSTALLATI❑NS SHALL CONFORM TO BOTH THE WATER DISTRICT'S RULES AND ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) SERVICE, REGULATI❑NS, PLUMBING CODES, AND NEW YORK STATE HEALTH DEPARTMENT WATERLINE SPECIFICATIONS REGULATI❑NS, USE........................... WINERY/FARMHOUSE 1. FOR PIPE OVER 2' - CLEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE PIPE, 22, LAYOUTS SHOWN ARE APPR❑XIMATE. ADJUSTMENTS MAY BE REQUIRED TO SATISFY FIELD CONDITIONS. ALL ADJUSTMENTS SHALL BE SUBJECT TO THE APPROVAL OF THE SITE CIVIL ENGINEER: 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA STANDARDS WATER DISTRICT. 3. PLASTIC PIPE SPECIFMATIDNS: 23. MINIMUM CLEARANCES SHALL BE MAINTAINED, HEATED HOT BOX ENCLOSURE H s 3.1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS CAN BE HUBBEL MODEL HB2-DT OR INSTALLED FROM THEBUILDING TO WITHIN 15' FROM THE PROPERTY LINE, THE LAST 15' 24. ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE INCORPORATED INTO APPROVED EQUAL TO THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' SOFT COPPER TUBING, THE WORK. 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 P.S.I. (WITH FEBCO MODEL LF825Y BURSTING PRESSURE: RATED AT LEAST TWICE THE W❑RKING PRESSURE) 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERSF 2' RPZ DEVICE OR77 INSTRUCTI❑NS, AWWA MANUAL M23 AND THE REQUIREMENTS OF THE SUFFOLK COUNTY APPROVED EQUAL :x 3.3. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS NOT DEPARTMENT OF HEALTH SERVICES. ACCEPTABLE. (BRASS; COUPLINGS ARE REQUIRED.) ' 26. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL TYPICAL S.C.W.A. WATER METER AND L. K. MCLEAN ASSOCIATES D.P.C. 3.4, FIFTEEN LE, FEET ❑F CLDI PIPE OR REQUIRED.) IS REQUIRED FROM INSIDE THE BUILDING r'- - -- , TO THE START OF THE PLASTIC PIPE, BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6' LAYERS. STONES SHALL BE w SMALL 36" METER VAULT. METER VAULT I _ I ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SERVICE LINE INSPECTION PROCEDURESREMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6' BELOW THE BOTTOM OF z TO BE FURNISHED AND INSTALLED IN THE PIPE. zi ACCORDANCE TO SCWA STANDARDS. I 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN INSPECTION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE WHEN YOUR WORK IS COMPLETED. (BEFORE 2:30PM FOR FOLLOWING DAY) 27. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. �I ( I DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY w Of 10' MIN ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ 2. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE DAY OF 28. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE a 20' MAX I I ENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO INSPECTION, RODS TO PREVENT MOVEMENT. o PROPOSED HIS/HER ITEM THEIR SEAL AND THE NOTATION 'ALTERED BY' FOLLOWED BY 3. IF REINSPECTI❑N IS NECESSARY, A $25.00 FEE MUST BE PAID PRIOR TO THE VALVE BIOX a EMERGENCY SHUT HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC REINSPECTION. 29, ALL TYPES ❑F INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED PROPOSED DRAIN HOLE DESCRIPTION OF THE ALTERATION ON THE DRAWING. ' THE PLANS AND IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD C600. OFF VALVE : ;j:i r SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A 4. LEAVE THE TRENCH OPEN. DO NOT BACKFILL THE TRENCH UNTIL SCWA INSPECT❑R HAS APPROVED THE SERVICE LINE. 30, WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L-K. C-651-86 OR THE LATEST REVISION. McLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE 5. IF THE SERVICE LINE ]INSPECTI❑N PASSES, THE END OF THE PIPE BY THE CURB WILL BE PROPOSED CONCRETE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY PAINTED BLUE, IF SER2VICE INSPECTI❑N FAILS, THE END OF THE SERVICE WILL BE 31. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE SLAB ANYONE WITHOUT WRITTEN AUTHORITY OF L-K.McLEAN ASSOCIATES,PC PAINTED RED AND A REIINSPECTION FEE OF $25.00 WILL BE BILLED. REQUIRED AT L❑CATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 6. PLEASE D❑ NOT CALL S>CWA ❑FFICE UNTIL 4130 P.M. IF YOUR INSPECTION FAILS. SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 © L.K. MCLEAN ASSOCIATES, D.P.C. LINEAR FEET OF WATER MAIN OR PORTION THEREOF. NOTE: ALL VALVES, BENDS 7, NO OTHER UTILITIES GE.G. GAS, ELECTRIC, CABLE TV, ETC,) SHALL BE BURIED IN THE WATER SERVICE TRENCH. 32. AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. AND FITTINGS TO BE PER PROJECT: EXISTING THE LATEST AWWA AND METER SETS 33. ALL ASSEMBLIES MUST BE INSTALLED WITH THE MANUFACTURER SUPPLIED RESILIENT SCWA OWNED SCWA STANDARDS. 54" MIN. AFTER ALL OF THE ABOVE WAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DEPARTMENT SEATED SHUT-OFF VALVES INTEGRAL TO THE ASSEMBLY. WATER MAIN TOWN 0 F S 0 U T H 0 L D TO HAVE THE METER SET. CONTINUE 2" 0 PLASTIC WATER HEATED ENCLOSURE NOTES: - LINE TO INTERNAL BUILDING SUFFOLK COUNTY, NY DISTRIBUTION. 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, SAFE-T-COVER, OR APPROVED EQUAL. 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDANCE WITH a OLD SOUND VINEYARD MANUFACTURER RECOMMENDATIONS. DIRECTION OF FLOW b 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND MAXIMUM OF END TYPE "K" COPPER PIPE AND 20' FROM THE PROPERTY LIINE. 1 2" 90' ELBOW (TYP.) 2" 90' ELBOW (TYP.) CONTINUE SITE WATER PIPING WITH 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR OF THE I C900-CLASS 150 PLASTIC PIPE - TONE 9650 OLD SOUND AVENUE, HEATED ENCLOSURE WALLS„ WITH TEST COCKS ON THE EXTERIOR SIDE. TEST COCKS ARE TO WIRE AND WARNING TAPE SHALL BE HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION WHEN THE HEATED ENCLOSURE I CONTINUOUS ALONG ENTIRE LENGTH OF MATTITUCK, NY 11952 DOOR IS OPEN. TEST COCKS MUST BE POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE MAIN TESTING. WATER TAP BY S.C.W.A. p� 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER FOR THE ALL FEES TO BE PAID BY ISSUES/R EVI S 10 N S REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. CONTRACTOR Description No. Date Ui 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). AS PER NOD FROM TOWN 1 10-28-24 THE SCWA SHALL BE OWNER INSTALLED AND 0 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT BE SUBJECT RESPONSIBLE FOR CONNECTION MAINTAINED PIPE TO METER +� TO FLOODING. TO WATER MAIN, CURB STOP, WATER METER, ASSOCIATED PIPING 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB (TO PREVENT AND CONNECTION TO OWNER LATERAL N FUNCTION CTION OF 'MENRELIEF VALVE ORTS MUST BE PLACED WHERE THEY WILL NOT OBSTRUCT THE INSTALLED PIPE DOMESTIC WATER SERVICE W RPZ DEVICE ft� 9. ENCLOSURE MUST BE N.Y. [DESIGNATION. IN HEATED ENCLOSURE ELEVATION /n 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. N.T.S. �� ,�b 0) Q SOSOUT ►OLD tjOklE 9 v2(o o U MATERIALS & JOINTS EQUIVALENT TO 1-1 WATER CONSTRUCT ON A STANDARDSIN AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR UTILITY I nl n T(O BACKFILLING WATER MAIN OR WATER SERVICE U 18"MIN. PI APJ W,' 'ova`D.,.._as4 DRAWING TITLE: > 10'-0" 10'-0" c Ln RPZ DETAILS 0 o UTILITY WATER/UTILITY CROSSING DETAIL SEAL & SIGNATURE: Design By: MF o _ .-.. Drawn By: MF �%�'OF r�U Approved B : RAS N N.T.S. PP Y 00 �/ �• p��'} Scale: AS NOTED �.., �� Date: OCTOBER 28, 2024 ( . 0 0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS ) � 4, SheeFile t NO. 24082.000 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS - y, �A C N SUNDER THEOR THE DIRECTION OF A LICENSED PROFESSIONAL FESS�R'S =� " NOT FOR CONSTRUCTION- ENGINEER. WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND `� r 397 / `� DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Y Y L DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW O/ ��`�. SECTION 7209-2). �� �C ,® FULL SIZED PLOT SIZE: 22" x 34' a -• A002 3 NEW GRAY t f , ; ! i iI • 'I �i ! I • ;! { Top of Roof +17' - 0V48'-0" OVERALL " l� ® dAVe" Sound asp SomMTL. ROOF TO c� 4 HALL MATCH EXIST. ' ; I ! c� X` �n t 6'-0" VIF t?_8'-0"VIF EXIST. LENGTH 20'-0" ADDITION TYP. I ! { z I w n� 10 63 SF EXIST. CEDAR B&B ! q 5 6X8 DOOR O m B.O. Roo_f RESTROOM s _ +VERTICAL ! ••-• ' -- NEW RECLAIMED ! ± ! ! Qf I ! \ �•:W:_, 22 SF I --moo x ! i— I I w ................ O, I y " ! _i i I u SIDING TO ALIGN & I ' � � � � I 1 — - ! T� O �, I ! ! ! '( II T o w ;:X;:. , ��; MATCH, TYP. I ! : ; j ` +I APPROX. GRADE I ' ! ! I \ / I ,..i....i.. PROJECT . -H a L '' -- ADA RESTROOM Z ; LOCATION I 1st Floor . ......_.. .. .... w X I � ....~ �:., -_:�.. � ._.. �. �1 - - - - - - - - - - - - - - - - - - - - EXIST. WELL BEHIND ASTING ROOM A002 s J W '' ° T.O. Footing - . d 619SF 5 Aoo2 - - - - - - - - - - - - - - - - - - - - - CEDAR FENCE & GATE -3' - 5' VIF �- p ! € 20'-0"ADDITION t 28'-0"VIF EXISTING BUILDING LOCATION M A P ..:��LL . DISHWASHING N.T.S. - WINE MAKING _ CO 1 _....__i `��_.. AREA ,I 78 SF r t 1 • + N '~ �✓ 213 SF North Elevation PROJECT DATA �1 APPLICANT/OWNER... NORTH FORK PROJECT 2 (008.001) 1 NORTH FORK PROJECT 3 (024.004) PO BOX 541 NEW YORK, NY 10012 508-636-7010 10X8 6X8 TAX MAP NUMBER.... DIST. 1000 SECT. 122.00 BLOCK02.00 BAR DOOR O.H. DOORS LOT P/o 008.001&024.004 ' t 26'- 11"VIF O.A. EXIST. INTERIOR � • . 19'-5" II NEW GRAY SITE AREA................. 548,558.44(12.59 ACRES) CORRUGATED MTL. ROOF TO ZONING..................... R-40 (0.74 AC) / R-80 (11.85 AC) MATCH EXIST., I of 4 °�o_Ro ±17' 0" V IF USE........................... WINERY/FARMHOUSE �- TYP. z SITE CIVIL ENGINEER: Aoo2 w EXIST. CEDAR B&B I f - VERTICAL SIDING; n First Floor Plan d I ; I ! ! ! ! ' _ »; p m NEW RECLAIMED ! ` ! B.O. 00f ! "1 -0 ,L F ...............................................,...... ._.. ,1 s ALIGN ' m SIDING TO & ! �:....,.\..._ , ._ r ±9 - 0 V ! o w MATCH, TYP. I I 6X8— ` ' 1 ❑ ❑: i 6X8 o ; BAR DOOR O.H. O.H. � � 10X8 o w € \\ N D //R ! I DOOR I DOOR j APPROX. GRADE L. K.'f MCLEAN ASSOCIATES, D.P.C. ENGINEERING AND SURVEYING 437 SOUTH COUNTRY RD. BROOKHAVEN � , I ! I t � '• ; ; ; � I I ; I � ! , NEW YORK 11719 I � 1st Floor _� EXIST. WELL BEHIND ±0' ` 0°` NAF-__ IIT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE IDIRECTION OF A LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WAY ANY CEDAR FENCE & GATE ________________ ___ T.O. Footing (ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ rt IF IENGINEER IS ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO 'HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY t 28'-0"VIF EXISTING BUILDING 20'-0"ADDITION 'HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC [DESCRIPTION OF THE ALTERATION ON THE DRAWING. " THE PLANS AND :SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A (RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND L.K. IMcLEAN ASSOCIATES, PC. THESE PLANS AND SPECIFICATIONS WILL BE THE !SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY Vouth Elevattion .ANYONE WITHOUT WRITTEN AUTHORITY OF L.K.McLEAN ASSOCIATES,PC /8" = 1'-0 © L.K. MCLEAN ASSOCIATES, D.P.C. PROJECT: ArP OVER ICY TOWN OF SOUTHOLD PL�+►1"di unit COtr.,D GROSS BUILDING AREA SUFFOLK COUNTY, NY TOO ri C F SOUTHOLt° Level Area 11-0/1 DATE ct ' 2o2Co O L D SOUND VINEYARD NEW GRAY - Top of Roof 1 st Floor 1152 SF CORRUGATED I T SLOPE ±�7' _ 0" VI r�.�,., Grand total: 1 1152 SF MTL. ROOF TO I j ' I TYP. $ �..�_ j � Il i = 9650 OLD SOUND AVENUE, MATCH EXIST., I I j w z MATTITUCK, NY 11952 TYP. ml 1 i : I ' q ISSUES/REVISIONS REVISIO EXIST. CEDAR B&B B.O. Roof / NS 11 ROOM SCHEDULE VERTICAL SIDING; j o9 - 0 VIF Description No. Date ' 1 , ❑ ❑ I I I x ROOM NAME AREA ISSUED FOR PLANNING 1 10-27-25 NEW RECLAIMED ! ; ' 1 SIDING TO ALIGN & APPROX. GRADE ISSUED FOR PLANNING 2 01-12-26 +I O 1st Floor MATCH, TYP. ! i I . I ili 1st Floor TASTING ROOM 619 SF - 0' - 0" VIF HALL 63 SF T.O. FootingDISHWASHING 78 SF - - - - - - - - - - � ±-3' - 6„ VIF t 24'-0"VIF WIDTH OF EXIST. BUILDING ADA RESTROOM 47 SF RESTROOM 22 SF WINE MAKING AREA 213 SF n East Elevation 1 st Floor 1042 SF 1/8" = 1'-0" Grand total 1042 SF •Top of Roo SLOPE 1 7' id' V1F-70 8�. TYP. I = p EXIST. CEDAR B&B ; I z JAN 1 2 2026 / I — o el ! ! I ( I w VERTICAL SIDING; - ... ' ' I = J SOUTHOLD TOWN I I PLANNING BOARD NEW RECLAIMED ;.._.. s_ �. __. . . __!.._. I_ _. — B.O. Roof SIDING TO ALIGN & ! - _9' - 0" VIF' u- z + I ' ! I i i > DRAWING TITLE: MATCH I ; 'TYP. i I i I o ' I I w GENERAL NOT SCHEMATIC FL T ' ' ' I ! ' I ! ' o APPROX. GRADE ES FLOOR PLANS & 1 tL ; ! i � I ' I i -H BUILDING ELEVATIONS I I ' 1 st Floor ' 1. GROSS BUILDING AREA IS APPROX. & EXIST. WELL BEHIND ' ±0' - 0" VIF MEASURED FROMSEAL & SIGNATURE: Design By: AR EXTERIOR FACE OF Drawn By: AR CEDAR FENCE & GATE — T.O. Foot*n ENCLOSURE BASED ON MINIMUM CODE Dr roved B AR REQUIRED CLEAR HEAD HEIGHT ON SECOND Scale: AS NOTED t RAS 24'-0"VIF WIDTH OF EXIST. BUILDING FLOOR. wr 2. ROOM SCHEDULE AREA IS APPROX. & Date: JANUARY 12, 2026 MEASURED FROM INTERIOR OF FINISH WALLS. File No: 24082.000 n West Elevation 3. DIMENSIONS ARE APPROX. & ROUNDED TO Sheet No. 1/8" = 1'-0" NEAREST 1/2". U.N.O. FULL SIZED PLOT SIZE: 22 x 34 , A002